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Sl. No. Description Unit Qty Rate(Rs.) Amount (Rs.) 1 Earth work in excavation in all types of soil including soft poclainable rock over areas (exceeding 1.5 m in width as well as 10 sqm on plan) for all Levels & lifts , including Clearing jungle ,stripping of top weathered soil using machanical machines like bulldozer & uprooting of rank vegetation, grass, bush wood, trees and saplings of girth up to 60 cm ,including necessary shoring,struting,dewatering ,barricading excavated area , dressing of sides and ramming of bottom, including disposal of excavated soil at the risk of contractor out side the premises at recommended local authorised dumping ground to be neatly levelled and dressed etc complete all as directed. Cum 50 2 Earth work in excavation in all types of soil including soft poclainable rock over areas (exceeding 1.5 m in width as well as 10 sqm on plan) for all Levels & lifts, including Clearing jungle ,stripping of top weathered soil using machanical machines like bulldozer & uprooting of rank vegetation, grass, bush wood, trees and saplings of girth up to 60 cm ,including necessary shoring,struting,dewatering ,barricading excavated area , dressing of sides and ramming of bottom, including disposal of excavated soil within the premises at recommended locations to be neatly levelled and dressed etc complete all as directed. Cum 50 3 Earth work in excavation in hard rock over areas ( exceeding 1.5 m in width as well as 10 sqm on plan) requiring chiseling / benching including Clearing jungle ,stripping of top weathered soil using mechanical machines like bulldozer & uprooting of rank vegetation, grass, bush wood, trees and saplings of girth up to 60 cm ,including necessary shoring,struting,dewatering ,barricading excavated area using mechanical devices like rock driller, jack hammer etc to obtain fairly level surface, getting out and stacking of excavated rock within premises at recommended locations etc complete for all levels and Lifts (payment shall be made for net quantity of stacks after deducting 50% for voids ).Contractor to include the cost for disposal, levelling of the stacked material within the site premices as directed by Engineer in Charge. Cum 5 SCHEDULE OF RATES - PART B - EXTERNAL DEVELOPMENT WOKS 1. SITE GRADING WORKS GAIL TOWNSHIP - RAJAHMUNDRY Page 1
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SOR FOR PART B ITEM RATE

Sl. No. Description Unit Qty Rate(Rs.) Amount(Rs.)

1

Earth work in excavation in all types of soil includingsoft poclainable rock over areas (exceeding 1.5 m inwidth as well as 10 sqm on plan) for all Levels & lifts ,including Clearing jungle ,stripping of top weathered soilusing machanical machines like bulldozer & uprooting ofrank vegetation, grass, bush wood, trees and saplings ofgirth up to 60 cm ,including necessaryshoring,struting,dewatering ,barricading excavated area ,dressing of sides and ramming of bottom, includingdisposal of excavated soil at the risk of contractor outside the premises at recommended local authoriseddumping ground to be neatly levelled and dressed etccomplete all as directed.

Cum 50

2

Earth work in excavation in all types of soil includingsoft poclainable rock over areas (exceeding 1.5 m inwidth as well as 10 sqm on plan) for all Levels & lifts,including Clearing jungle ,stripping of top weathered soilusing machanical machines like bulldozer & uprooting ofrank vegetation, grass, bush wood, trees and saplings ofgirth up to 60 cm ,including necessaryshoring,struting,dewatering ,barricading excavated area ,dressing of sides and ramming of bottom, includingdisposal of excavated soil within the premises atrecommended locations to be neatly levelled anddressed etc complete all as directed.

Cum 50

3

Earth work in excavation in hard rock over areas (exceeding 1.5 m in width as well as 10 sqm on plan)requiring chiseling / benching including Clearing jungle,stripping of top weatheredsoil using mechanicalmachineslike bulldozer & uprooting of rank vegetation, grass, bushwood, trees and saplings of girth up to 60 cm ,includingnecessary shoring,struting,dewatering ,barricadingexcavated area using mechanical devices like rock driller,jack hammer etc to obtain fairly level surface, getting outand stacking of excavated rock within premises atrecommended locationsetc complete for all levels and Lifts(payment shall be made for net quantity of stacks afterdeducting 50% for voids ).Contractor to include the cost fordisposal, levelling of the stacked material within the sitepremices as directed by Engineer in Charge.

Cum 5

SCHEDULE OF RATES - PART B - EXTERNAL DEVELOPMENT WOKS

1. SITE GRADING WORKS

GAIL TOWNSHIP - RAJAHMUNDRY Page 1

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SOR FOR PART B ITEM RATE

4

Earth work in excavation in hard rock over areas (exceeding 1.5 m in width as well as 10 sqm on plan)requiring Control blasting method of excavationincludingClearing jungle ,stripping of top weathered soil usingmachanical machines like bulldozer & uprooting of rankvegetation, grass, bush wood, trees and saplings of girth uto 60 cm ,including necessary shoring,struting,dewatering,barricading excavated area,safeguaring the existingproperty including drilling holes in rock , filling of explosivepowder ,detonator etc to obtain fairly level surface,getting out and stacking of excavatedrock within premisesat recommended locations etc complete for all levels andLifts :(payment shall be made for net quantity of stacksafter deducting 50% for voids ).Type of explosive that willbe used and the details of procedure adopted shall bementioned by the bidder while quoting .Contractor toinclude the cost for disposal, levelling of the stackedmaterial within the site premices as directed by Engineer inCharge.

Cum 5

5

Banking / filling with CNS SOIL ,having obtained fromborrow pits outside the Factory premises at the cost andarrangement of the contractor and spreading in layers notexceeding 200 mm in depth, breaking clods, watering,(rolling each deposited layer with 8-10 tonne machanicalVibro roller to achieve required gradient and camber )Ramming by hand rammer (where ever area is not availablefor compaction by Mechanical Vibro roller) , includingnecessary soil test /core test, sample taken at the rate ofone sample minimum in an area of 500 Sqm underoptimum moisture condition to achieve atleast 95% of themaximum dry density ( proctor density), includingClearing jungle ,stripping of top weathered soil foravarage300mm depth prior to banking /filling usingmechanical machines like bulldozer & uprooting of rankvegetation, grass, bush wood, trees and saplings of girth uto 60 cm etc., complete all as specified (Payment shall bemade for consolidated thickness after deducting voids asper standard specification).

Cum 391

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SOR FOR PART B ITEM RATE

6

Banking / filling with available excavated earth with inthe site premises at the cost and arrangement of thecontractor including loading, unloading and transportationand spreading in layers not exceeding 200 mm in depth,breaking clods, watering, (rolling each deposited layer with8-10 tonne machanical Vibro roller to achieve requiredgradient and camber ) Ramming by hand rammer (whereever area is not available for compaction by Mchanical Vibrroller) , including necessary soil test /core test, sampletaken at the rate of one sample minimum in an area of500Sqm under optimum moisture condition to achieveatleast 95% of the maximum dry density( proctordensity),including Clearing jungle ,stripping of topweathered soil for avarage300mm depth prior to banking/filling using machanical machines like bulldozer &uprooting of rank vegetation, grass, bush wood, trees andsaplings of girth up to 60 cm etc., complete all as specified(Payment shall be made for consolidated thickness afterproper compaction as per standard specification).

Cum 50

7

Cutting of trees of girth beyond 10cm and up to andincluding 60cm ( measured at a height of 1m aboveground level ) , staking of serviceable material with in thepremises and disposal of unserviceablematerial outside thepremises at recommended locations etc complete.

Nos 3

8

Cutting of trees of girth beyond 60cm and up to andincluding 90cm ( measured at a height of 1m aboveground level ) , staking of serviceable material with in thepremises and disposal of unserviceablematerial outside thepremises at recommended locations etc complete.

Nos 3

Total Amount in Rs.

GAIL TOWNSHIP - RAJAHMUNDRY Page 3

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SOR FOR PART B ITEM RATE

S.No Description Unit Total Qty Rate Amount

SITE CLEARANCE

1

Clearing Jungle including uprooting of rank vegetation,grass, brush wood, trees and saplings of girth upto 30 cm(measured at a height of 1 m above ground level), andremoval of rubbish upto a distance of 100m outside theperiphery of the area cleared

Sqm 1288

EARTH WORK EXCAVATION

2

Earth work in excavation in all types of soil infoundation trenches or drains, Except Rock usingnecessary excavators /manually (not exceeding 1.5m inwidth or 10 sqm on plan) including dressing of sides andramming of bottom, getting out, stacking the excavatedsoil,filling the same in trenches, plinths, sides of foundations,basement and under floors in layers not exceeding200 mmin thickness, consolidating each deposited layer byramming and watering ( the excavated soil shall betested for meeting the CNS PROPERTIES and shall begot approved from consultant before backfilling inplinth areas , and foundations ) including disposal ofsurplus/ Unserviceable excavated soil as directed,disposed soil to be neatly levelledand dressed within a leadof 50m.

a) For Lift up to 1.50 mt Cum 316

b) For Lift above 1.5mt & Up to 3.0mt Cum 78

3

Earth work in excavation in all types of soil includingsoft proclainable rock, over areas (exceeding 1.5 m inwidth as well as 10 sqm on plan) including dressing ofsides and ramming of bottom, getting out stacking theexcavated soil back filling the same wherever required infoundations, basements and under floors in layers notexceeding 200mm thickness, ( the excavated soil shallbe tested for meeting the CNS PROPERTIES and shallbe got approved from consultant before backfilling inplinth areas , and foundations ) consolidating eachdeposited layer by ramming and watering including disposalof surplus/ unserviceable soil as directed within the sitepremises and .disposed soil to be neatly levelled anddressed, etc., complete

a) For Lift up to 1.50 mt Cum 1182

b) For Lift above 1.5mt & Up to 3.0mt Cum 1088

c) For Lift above 3mt & Up to 4.5mt Cum 209

2. BUILDINGS AND YARDS

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SOR FOR PART B ITEM RATE

4

Banking / filling with CNS SOIL / Moorum,having obtainedfrom borrow pits outside the Factory premises at the costand arrangement of the contractor and spreading in layersnot exceeding 200 mm in depth, breaking clods, watering,(rolling each deposited layer with 8-10 tonne machanicalVibro roller to achieve required gradient and camber )Ramming by hand rammer (where ever area is not availablefor compaction by Mechanical Vibro roller) , includingnecessary soil test /core test, sample taken at the rate ofone sample minimum in an area of 500Sqm under optimummoisture condition to achieveatleast 95% of the maximumdry density ( proctor density), including Clearing jungle,stripping of top weathered soil for avarage300mm depthprior to banking /filling using mechanical machines likebulldozer & uprooting of rank vegetation, grass, bushwood, trees and saplings of girth up to 60 cm etc.,complete all as specified (Payment shall be made forconsolidated thickness after deducting voids as perstandard specification).

a) With Approved CNS Earth Cum 34

b) With Moorum Cum 65

5

Filling in Plinth and where ever called for brought fromoutside the Premises including all lead and lift,in layers notexceeding 300mm thick (compacted) including watering ,ramming , consolidating and dressing etc., complete all asdirected.

a) River Sand. Cum 50

6

Providing, transporting and spreading of hard granitegravel for open yards including cleaning the base surfaceand spreading in layers to required level etc., complete allas directed.

Cum 50

7

Supplying, stacking and laying hard stone aggregate ofgraded size 63mm to 45mm for Yards, includingspreading to required gradiant and camber andconsolidating with 8-10 Tonnes Road Roller includingmaking good the undulatins etc., with approved quality ofstone screening and binding material obtained fromapproved quarry etc.,complete all as directed.

Cum 10

a 40mm Thk Metal Filling Cum 75

b 75mm Thk Brick Jelly Filling Cum 100

c 150mm boulder Filling Cum 125

d 250mm boulder Filling Cum 10

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SOR FOR PART B ITEM RATEANTI - TERMITE TREATMENT

8

Supply, diluting and injecting approved quality chemicalemulsion for PRE-CONSTRUCTIONAL anti-termitetreatment and creating a continuous chemical barrier(Only ground floor plinth area of the building will bemeasured for payment).The work shall be carried - out byspecialised agency and as per IS 6313 (Part II 2001). Theanti - termite treatment shall be guaranteed for a period of10 (Ten) Years.

BIFLEX ANTI - TERMITE TREATMENT of FMCProfessionalSolutions. Address: FMC India Private Limited,S. Venkat, 35/77, AAJI Flats, V.O.C Street, BharathiColony , Kaikankuppan,Alwarthirunagar,Chennai - 600087Tel: 044-23642733

Sqm 760

PLAIN AND REINFORECD CEMENT CONCRETE

9

Providing and laying plain cement concrete 1:3:6 (1cement : 3 coarse sand :6 graded stone aggregate 20mmnominal size) including necessary shuttering in levelingcourses under foundations, pipelines, pits, under floorsetc., complete at all levels and locations as directed as perdrgs.

Cum 54

10

Providing and laying plain cement concrete 1:2:4 (1cement : 2 coarse sand : 4 crushed graded stoneaggregate 20 mm nominal size) in string or lacingcourses, copings, bed blocks, anchor blocks, windowcills and like including necessary shuttering and centeringat all levels and locations etc., complete as shown indrawings and as directed .(if reinforcement is provided willbe measured and paid separately under respective item ofBOQ)

Cum 11

11

Providing and laying plain cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) in ramps, hard standings and like includingnecessary shuttering and centering and making falsemarkings and chequered finish of approved pattern etc., atall levels and locations complete as shown in drawings andas directed.( if reinforcement is provided will be measuredand paid separately under respective item of BOQ)

Cum 6

12

Providing and laying in position M-25 grade reinforcedcement concrete machine batched, machine mixed, andmachine vibrated design mix cement concrete of specifiedgrade with minimum cement content of 325 kg per cum ofconcrete and water cement ratio not more than 0.5 forreinforced cement concrete structural elements excludingthe cost of centering, shuttering finishing andreinforcement, including adding admixtures inrecommended proportion ( as per IS 9103 ) to accelerate,retard setting of concrete improve workability withoutimpairing strength and durability, and necessary curingetc.,complete all as directed at all levels and heights .

a) Foundations, Footings , rafts, Grade Slabs and like Cum 74

b) Pedestals and like Cum 5

c) Plinth Beams Cum 8

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SOR FOR PART B ITEM RATEd) Columns and like Cum 13

e) Lintels, Beams, Brackets including inclined beams andlike Cum 17

f) Suspended floors / Roofs , deck slab , and like Cum 32

g) Staircase and like Cum 2

h) Chajjas, Parapets, Facias and like Cum 3

i) Retaining wall, Shear walls and other RCC walls and like Cum 101

13

Supply, Fabricating & fixing in position reinforcement forRCC work with Thermo mechanically Twisted (TMT)bar of various diameters and grade of steel as specifiedbelow conforming to IS specification including cutting,providing, supplying & bending, hoisting, fabricating andplacing in position according to drawings and binding thereinforcement with GI annealedbinding wire in two strandsof 18 gauge and providing PVC cover blocks for placingthe reinforcements in position and for maintaining the coverspecified and/or according to relevant IS. Note : Unlessnoted otherwise the measurements in accordance with IS1200. However reinforcement shall be measured only inlengths of bars as actually placed in position on standardweight basis, no allowance being made in the weight forrolling margin. Authorised laps and splices, chairs of anyshape & profile,

Spacer bar of any shape & profile only will be measuredand paid seperately.Coverblock, wastage and binding wireshall be included in the quoted rate and to include lead, lift,placing at all levels and as per the approved bar bendingschedule,as directed.

a) TMT bars of grade Fe-500 conforming to IS - 1786/85 MT 15

b) TMT bars of grade Fe-415 conforming to IS - 1786/85 MT 3

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SOR FOR PART B ITEM RATE

14

Providing, fabricating and erecting form work at alllevels and places wherever needed/specified as perdrawing including striking with 12mm Plastic coated,marine resistant waterproof ply/Smooth finished MS plateswith adjustable steel props of acceptable Staging systemand with sufficient bracing as approved by consultant. Costto include designing of proper form work and stagingsystem to suit the requirements,Submission of designcalculations and shop drawings for approval,sealing thejoints with heavy duty brown self adhesive tape, aligning toline and levels including M.S. Ties, PVC Spacer, Providingopenings/ cutouts/ pockets, applying deshutteringchemical, Deshuttering as approved by the consultant etc.,complete at all levels and heights

1) Plywood shuttering shall be considered for all verticalelements,beam soffit,corewalls,stairs,ramps,tanks,RCCpedestals Etc.,2) M.S. plates shall be considered forfoundation,slabs,chajjas only..

a) Foundations, Footings , rafts, Grade Slabs and like Sqm 109

b) Pedestals and like Sqm 40

c) Plinth Beams Sqm 70

d) Columns and like Sqm 150

e) Lintels, Beams, Brackets including inclined beams andlike Sqm 144

f) Suspended floors / Roofs , deck slab , and like Sqm 230

g) Staircase and like Sqm 10

h) Chajjas, Parapets, Facias and like Sqm 33

i) Retaining wall, Shear walls and other RCC walls and like Sqm 249

15

Providing and Mixing Extra Cement of 5 kg/Cum inReinforcement Concrete works For water RetainingStructures to have a minimum cement content of 330kg/cum etc., complete as directed by the Engineer - in -Charge

Kgs 386

16

Providing and laying 50 mm average thick PCC 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mmnominal size) for plinth protection over 75 mm thick drybrick ballast of 40 mm nominal size well rammed,consolidated and grouted with fine sand including finishingthe top smooth with extra cement mortar with a floating coatof neat cement finish and making provision for 12mm widegrooves at every 2.0mt interval along the length and at walljunctions including filling the joints with sand and bitumenmix including providing edge retainingwall of half brick workfor plinth protection etc., complete all as directed.

Sqm 68

17

Providing Nito bond EP of Fosroc make or approvedequivalent for jointing old concrete and new concretesurfaces.including cleaning of old surface and applying thechemical etc as per manufacturers specifications .

Sqm 8

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SOR FOR PART B ITEM RATE

18

Supplying and mixing integral water proofing admixtureof approved brand Fosroc (or approved equivalent)CONPLASTX 421IC @ 200 ml per 50 kg bag of cementto be mixed with cement concrete to make it water tight orto reduce the permeability as per manufacturersspecifications.

Lit 127

STONE AND BRICK MASONRY

19

Providing and construction of uncoursed stone masonrybelow finished ground level ,using stones of approvedquality including Bond stones at every 2.0meter interval,using cement mortar 1:6 ( 1cement : 6 Coarse sand ) forall foundationat all levels and location, including scaffolding,staging ,curing etc and flush pointing to stone masonry incement mortar 1:3 (1 cement :3 fine sand) including rakingof joints, etc., complete all as directed .

Cum 10

20

Providing brick work using M-35 grade bricks( withminimum compressive strength of 35kg/sq cm ) in cementmortar 1:4 (1 cement : 4 coarse sand) in substructureincluding scaffolding, staging ,curing etc., complete.

Cum 7

21

Providing brick work using M-.35 grade bricks( withminimum compressive strength of 35kg/sq cm ) in cementmortar 1:4 (1 cement : 4 coarse sand) in superstructure at all heights and locations including scaffolding, staging,curing etc., complete.

Cum 84

22

Providing brick work of half brick thickness using M - 35grade bricks in Cement Mortar 1:4 (1 cement : 4 coarsesand ), proportions in walls at all heights as perspecifications including scaffolding, curing and providingRCC band of size 100 x 80mm with 2 Nos. of 6mm dia MSBars at every third course etc., including the cost of MSreinforced steel.complete at levels and locations and asdirected by engineer in charge

Sqm 52

23 Dry Brick Packing work Cum 93

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SOR FOR PART B ITEM RATESTEEL AND WOOD WORK

24

Providing and fixing powder Coated aluminium workfor doors, windows , ventilators and partitions withextruded built up standard tubular and other sections ofapproved make confirming to IS:733 and IS:1285, powdercoating shall be of 50-80 microns, fixed with rawl plugs andscrews or with fixing clips, or with expansion hold fastnersincluding necessary filling up of gaps at junctions, at top,bottom and sides with required PVC/neoprene felt, etc.,Aluminium sections shall be smooth, rust free, straight,mitred and jointed mechanicallywherever required includingcleat angle, Aluminium snap beading for glazing / panelling,C.P. brass / stainless steel screws, all complete as perarchitectural drawings and the directions of Engineer-in-charge. (Glazing, Hard ware Fittings and panelling shall bepaid separately under respective Item of BOQ).

a) For fixed portion Kgs 223

b) For shutters of doors, windows and ventilators includingproviding and fixing hinges/ pivots and making provision forfixing of PVC / neoprenegasket required. ( Fittings shall bepaid seperately)

Kgs 114

25

Providing and fixing glazing / wire mesh in aluminiumdoor, window, ventilator shutters and partitions etc. withPVC / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer-in-charge. (Cost of aluminium snap beading shall be paid inbasic item).

a) With glass panes of 4.0 mm thickness (weight not lessthan 10.00 kg / sqm) Sqm 26

b) With glass panes of 6 mm thickness (weight not lessthan 13.75 kg / sqm) Sqm 3

26

Providing and fixing of 12 mm thick Novopan Board inaluminium door shutter, including fixing using AluminiumGlazing Clips with PVC / neoprene gasket etc. complete asper the architectural drawings and the directions ofEngineer-in-charge. (Cost of aluminium snap beading shallbe paid in basic item)

Sqm 4

27Providing and fixing the following Hardware Fittings ofapproved make as per relavent IS Code with ISI markingson the fittings:

a) Anodised Aluminium Handle

i) 150 mm long 10 mm dia Each 15

ii) 100 mm long 10 mm dia Each 6

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SOR FOR PART B ITEM RATEb) Aluminium tower bolts of approved colour anodised.

I) 200mm long 12 mm dia. Each 1

ii) 150 mm long 10 mm dia Each 1

iii) 100 mm long 10 mm dia Each 3

c) Rubber cleats

i) 50 mm size Each 5

d) 50mm long Anodised AluminiumFloor door stopperof approved make and design Each 3

e) Anodised aluminium Aldrop

i) 300mm long and 16mm dia Each

ii) 200mm long 12mm dia Each 3

f) Magnetic Door Catcher Each

g) Supplying and fixing CP brass mortice lock six leverswith cover plate and lever hables (Godrej or equivalentmake) with necessary screws etc., complete.

Each 3

h) Hydraulic door closer of Dorma make or of approvedequivalent Each 3

i) Double action Hydraulic floor spring Hardwyn makeModel No 3000 with SS Cover plate Each

28

Providing and fixing of Galvanized Steel Flush Doorsmanufactured by M/s.Shakti Met-door limited or equivalentmake confirming to IS - 277 and to be designed foracoustics for transnision noise level upto 60DB. The doorframe shall be rebate profile size of 100 x 57 mm made outof 1.2 mm thick galvanized steel. The shutter shall be 46mm thick fully flush made out of 0.8mm thick galvanizedsteel both sides in fill material shall be resin bonded honeycomb craft paper for rigidity and sound insulations. Doorframes and shutters shall be finished with epoxy zincphosphate stowing primer and finished paint shall be inpolyurethanealiphatic grade, UV resistant oven dried paintfor superior addition, scratch resistant, including allhardware's like SS hinges,towerbolt 150mm long,sshandles 250mm long ,locking arrangements ,Visionglass of 600x600size etc., all complete as permanufacturers specifications .

a) Double Leaf Sqm 3

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SOR FOR PART B ITEM RATE

29

Providing and Fixing in position second class Indian TeakWood of solid door frame of single 100 x 65 mm withnecessary rebate for fixing shutter with the frame includingcost of fixing frame with MS hold fast of size 300 x 50 x 4mm thick 3Nos on each side of the frame with PCC 1:2:4 (1 Cement: 2 Sand: 4 20mm Coarse Aggregate) groutingthe holdfast in wall ,with necessary pocket holes in themasonry for fixing the holdfast. The verticals section of theFrame 50mm shall be embedded in the floor. The quotedrate shall inclusive of making Groove / edgechamfering/mouldings to the frame, with two coats ofsynthetic enamel paint over a coat of wooden primer as pershade approved by Client/Architect. The wooden framecontact surface with masonry/concrete to be coated withapproved asphalt/bituminous paint., etc complete all asdirected by the Engineer - in - Charge.

Rmt 5

30

Providing and Fixing in position Second class Indian TeakWood Panelled or Panelled and glazed Door Shutter of35mm thick in approved pattern and panels etc., completeas per the Architectural Drawings and Instructions of theEngineer - in - Charge, The Teakwood shall be wellseasoned and chemically treated and finished with Glosspaint finish including ISI marked black enalelled MS Butthinges with necessary screws etc .,Complete all asdirected and specified.(All Hard ware Fittings shall bemeasured and paid seperately under respective Item ofBOQ)

Sqm 2

31

Supplying, fitting and fixing MS Rolling shutter ofapproved make of 80 mm X 1.25 mm lath inter lockedtogether through out their length or partly lathed andpartly grilled with 8 mm bars to shape and design asapproved & jointed together at the end by the end locksmounted on specially designed pipe shafts with brackets,side guides complete including providing and fixingnecessary 27.5 cm long wire springs of grade 2 and MStop cover 1.25 mm thick for rolling shutter and shop coat ofapproved steel primer, , and two coats of enamel paint etccomplete.

Sqm 6

32 Extra for Providing mechanical operation to RollingShutters. Sqm 6

PLASTERING AND SURFACE TREATMENT

33

6 mm thick plastering in cement mortar 1:4 (1 cement: 4fine sand) including necessary scaffolding and curing etc.,complete for all concrete surfaces of columns, beams andslabs finished smooth and even at all levels and locations.

Sqm 214

34

15 mm thick plastering in cement mortar 1:6 (1 cement :6fine sand) on internal surfaces of walls finished smooth withtrowel including scaffolding, curing etc., at all heights andlocations.

Sqm 300

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SOR FOR PART B ITEM RATE

35

18 mm thick cement plastering on external surfaces ofbrick or concrete surfaces in two layers consisting of 6 mmthick cement mortar 1:4 (1 cement :4 fine sand) top coatmixed with integral water proofing compound over a basecoat 12 mm thick cement mortar 1:6 (1 cement :6 coarsesand), finished semi-rough including necessary scaffoldingand curing etc., complete at all heights.

Sqm 601

36

Providing 20mm thick waterproof plastering in cementmortar 1:4 (1 cement : 4 fine sand) on internal surfaces ofwalls floors finished smooth and even including necessarystaging and scaffolding and adding waterproofingadmixture of Fosrock chemical etc , complete at all levelsand locations.

Sqm 215

37

Providing and applying two coats of Plastic acrylicemulsion Paint of approved brand and shade over a coatof primer ,including surface preparation etc., all completeas per manufactures specification and as directed.

Sqm 441

38

Providing and applying external weather shield paint ofBERGER make or approved equivalent including surfacepreparation with base coat of primer and two coats of thepainting etc complete at all heights and locations as perspecifications .

Sqm 525

39

Providing and applying Wall Putty of BIRLA make orapproved equivalent over the Plastered surface etccomplete all as specified and directde by the Engineer - in-charge.

Sqm 300

40

Providing and finishing walls with approved shade cement paint snowcem Plus of M/s.Snow cem India Ltd orapproved equivalent, for new work with two or more coatsover a coat of primer, surface preparationetc., all completeas per standard / manufacturer's specifications and asdirected at all levels and locations

Sqm 149

41

Forming Groove of Uniform size 12x12mm in plasteredsurface as per approved pattern using wooden battens,nailed to the under layer including removal of woodenbattens, repairs to the edges of plaster panel and finishingthe groove complete as per specifications and directed bythe Enginner - in charge.

Rmt 6

42

Supplying and mixing of synthtic fibre tissues of(RECRON 3S) of Reliance Industries Ltd) of 12 mm sizeor approved brand mixed as per manufacturersspecifications in cement mortars at all levels and locationsas directed.

Kgs 9

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SOR FOR PART B ITEM RATEFLOORING

43

Supplying, stacking and laying of soling under floorsUsing granite stone boulders of 230mm including spreadingto required gradiant and camber and consolidating withmechanical earth rammer including filling voids withapproved quality of stone screening and binding materialobtained from approved quarry etc.,complete all asdirected.

Cum 47

44

Supplying and laying approved make and shade Anti skidCeramic Tile of thickness upto 10mm and size 300 x 300mm for flooring with out warpage, jointed in white cementmixed with pigment to match the shade of tile over andincluding 20mm thick base cement mortar of 1:4, (1cement : 4 coarse sand) etc., complete all as directed.

Sqm 8

45

Providing and fixing with 5 mm to 6 mm thick Glazed Ceramic Tiles of size 200 x 300 mm of approved shadewith border tile and make over and including 12 mm thickcement plaster 1:3 (1 cement : 3 coarse sand) and jointedwith grey cement slurry @ 3.30 Kg / Sqm including pointingin white cement mixed with matching pigment in dado etc.,all complete

Sqm 26

46

Providing and laying polished Vitriified Tiles and approvedbrand and shade of thickness upto 10mm and sizemaximum of 600 x 600 mm without warpage, laid on 20mm thick cement mortar 1:4 (1 cement:4 coarse sand)including grouting the joints with white cement andmatching colour pigment etc., complete all as directed

Sqm 49

47

Providing and fixing approved shade and brand VitriifiedTiles for skirting 150 mm high, over 12mm thick basecement mortar 1:4 (1 cement :4 coarse sand), joints filledwith white cement mixed with matching pigment etc.,complete all as directed.

Sqm 7

48

Providing 50 mm thick Granolithic flooring in PCC 1:2:4(1 cement : 2 coarse sand : 4 graded granite stoneaggregate of 20 mm nominal size), using glass strips forpanelling, finished smooth with steel trowel using extracement if necessary including compaction, curing, threadlining for floor topping etc., complete

Sqm 45

49Cement plaster skirting 18mm thick with cement mortar1:3 (1 cement : 3 coarse sand) finished with a floating coatof neat cement.

Sqm 5

50

Providing and fixing pre polished 18 mm thick GraniteStone Flooring of approved colour / design, for flooring,treads and risers of steps, skirting and window cills etc.,including under layer of 20 mm thick, cement mortar 1:4 (1cement : 4 coarse sand) jointed with white cement slurrymixed with pigment to match the shade of granite stoneincluding rubbing and polishing making floor free fromscratches etc., complete all as directed.

Sqm 7

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SOR FOR PART B ITEM RATE

51

Providing and laying of 18 mm thick Pre Polished GraniteCounter for platforms and like of approved shade laid overbase cement mortar 20 mm thick 1:4 (1 cement : 4 coarsesand) including necessary cutting and cost of RCC (1:2:4)slab and 230mm thick brick wall with Plastering for supportof RCC Slab etc., complete all as per drawing andspecification.

Sqm 5

52

Providing and laying of 20mm thick pressed cementconcrete tiles, Eurocon/ Duracrete or approvedequivalent of approved shade and pattern size up to 450 x450mm laid over 20mm thick base cement mortar 1:4 (1Cement : 4 coarse sand) joints filled with grey cementmixed with matching pigment etc.,complete all as directed.

Sqm 9

53

Supplying and laying of Manglore /Pressed clay tiles ofapproved make and type includingall sizes and shapes, (as per approved pattern 20mm nominal thickness and ofapproved size) on roofs jointed with cement mortar 1:4 , (1cement : 4 coarse sand) mixed with 2% integral waterproofing compound laid over a bed of 20mm thick cementmortar 1:4 (1 cement : 4 coarse sand) ,with requiredcement mortar battens wherever necessary and finishedneatly etc complete

Sqm 28

STRUCTURAL STEEL :

54

Supply,fabrication and erection of Purlins , claddingrunners , MS Sag Rods and MS Angles( Manufactured byTube Investments/Pennar Industries ), girts includingsleeves, bolts, nuts with one coat of zinc chromate primerand two coats of synthetic enamel paint of approved makeand colour after erction.for the following: (Purlins to be coldrolled.)

b) Access Ladder Kgs 480

55

Providing fabrication and fixing in position structural steelfor MS insert plates,edge angles ,lugs, base plate etcincluding cutting ,hoisting welding , drilling holes includingapplying two coats of synthetic enamel paint over a coat ofzinc chromate primer etc complete all as per specificationsand as directed.

Kgs 308

56

Providing and fixing in position MS foundation bolts ofvarious diameters with machine turned threads , MSwashers, nuts , anchoring plates including embedding inconcrete etc.,at all levels and locations complete all asshown in the drawing

Kgs 10

57

Supply, fabrication and erection in position structural steelsections using 6 mm thick chequered plates etc., asrequired for trenches, platforms as per drawing includingtwo coats of synthetic enamel paint over and including acoat of approved zinc chromate primer at all levels andlocations etc., all as specified and as directed.

Kgs 844

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SOR FOR PART B ITEM RATE

58

Supply, fabrication and erection in position structural steelsections made out of angles , flats, square bars,channels as per drawing including two coats of syntheticenamel paint over and including a coat of approved zincchromate primer all as specified by Engineer - in - charge.

Kgs 837

59

Supply, fabrication and erection of MS pipe supportsmade out of standard extruded pipes of medium qualityincluding cutting to sizes , welding, closing of top openend with MS plate ,Embedding in position using PCC ( 1 :2 : 4 ) (1 cement : 2 coarse sand : 4 graded stoneaggregate20 mm nominalsize) block of size 250 mm widex 300 mm long x 400 mm deep and applying a coat of zincchromate primer with two coats of synthetic enamel paintetc., complete all as per drawing and specifications .

Kgs 202

60

Supply, fabrication and fixing of MS Gates of approvedpattern, with a coat of zinc chromate primer and two coatsof synthetic enamel paint including cost of hinges, handlesand other as specified etc., complete all as directed.(Theweight of fittings and fixtures also shall be measured andpaid.)

a) With solid sections Kgs 100

b) With hollow sections Kgs 150

10 MISCELLANEOUS WORKS

61

Providing and fixing PVC rain water down take pipes of Class 4, conforming to IS 4985-2000 of the following sizesincluding necessary fittings like clamps, bends, shoesetc.,at all heights and levels with necessary scafolding, etccomplete.

a) 110 mm dia. Rmt 33

b) 160 mm dia. Rmt 5

b) 210 mm dia. Rmt 5

62Providing and fixing CI gratings of weight not less than440 gms to rain water pipes on terrace including finishingsmooth all round with neat cement etc,complete.

Each 7

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SOR FOR PART B ITEM RATE

63

Providing , fabrication and erection of MS hand railing ofheight up to 1.mt made out of standard medium quality MSpipes 40mm dia as Top rail and Solid hollow square Bars32mmx32mm as Verticals at every 1m c/c and one mid railof 25mm dia MS pipe ,including cutting,welding anderection of 100mm X 6 mm thick MS kick plate usingchequered plate attach to railling supports , includingincluding cutting,welding and erection of 100mm X 6 mmthick MS kick plate using chequered plate attach to raillingsupports , including cutting , hoisting ,welding , drillingholes and applying a shop coat of zinc chromate primerand two coats of Enamel paint at all levels and locationsetc., complete all as per drawing and specifications

Kgs 60

64

Supply and fixing of 100x100mm size 10 guage PVCcoated chain link fencing including inserting & fixing of 5rows of 12 mm dia MS rods stiffners alternatively insrtedat 1mt. c/c in to chainlink fencing fixed through out theentire length etc., complete all as shown in the drawing andas directed.(MS rods and turn buckles shall be measuredand paid seperately

Sqm 44

65Supply, fabriaction and erection/fixing of MS plain rods forchain link fencing and applying a coat of zinc chromateprimer etc., complete all as directed.

Kgs 27

66

Providing,Fabricating, laying and embedding (in Concrete /Brick wall) Puddle flanged (screwed/welded) MS Pipe of Cclass,as per IS 1239 in wall up to 750mm max. length,including cutting, drilling and welding anchor plate in squareor circular size 8mm thick and end flanged of 10mm thickMS plate of table "E" type, MS Plate size provided with75mm extra width all sides of the pipe outer dia welded toMS pipe and providing holes to flange to match theconnecting GI Pipe line.The welded assembly of puddleflanges shall be galvanized, i.e., the zinc coating shallbe done as per IS 4736:1986

a) 200mm dia Each 1

b) 150mm dia Each 1

c) 100mm dia Each 1

d) 80mm dia Each 1

e) 50mm dia Each 1

67

Providing and fixing of PVC Rungs with 20mm diameterround bar including embedding in concrete or fixing with20x20x10 cm cement concrete blocks 1:3:6 (1 cement :3coarse sand :6 graded stone aggregate 20mm nominalsize) as per standard design etc., complete all as directed.

Each 75

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SOR FOR PART B ITEM RATE

68

Supply & Fixing of Medium Duty 'CI' manhole Cover &frame ISI marked of size 600x600mm with frame ofminimum weight of 60 kg in RCC works etc., complete .

Each 4

69Supply, fabrication & installation of T-shaped vent made ofGI class 'B' pipe having a diameter of 150mm with screwedmesh fitted at both 'T' ends.

Each 20

70

Providing,fixing,testing and commissionining of approvedmake medium quality G.I. Pipes Class 'B"with 'R' brand GImalleable specials such as tees, elbows, checknuts,unions, flanges reducers etc., including threading, cuttingand fixing in/on walls ceiling, shaft, ground, terrace flooretc., The quoted rate shall also include the pipes burried inground shall have two coats of bitumen paint over whichwrapped with pype coat and all exposed piping work shallbe painted with one coat of zinc chromatic primer & 2 coatsof enamel paint of approved make, stencilling, arrowmarking as per IS colour code. Rate shall also include forpipe sleeves across walls, slabs etc., complete.

a) 150 mm NB(In exposed with painting at shaft ) Rmt 10

71

Providing and fixing in position single component, selfsealing water swelling bar made up of flexible polymercomposites of construction joints of retainingwall and waterretaining structures and wherever specified with properoverlaps at joints of approved makes as per consultantapproval

a) Masterflex 610 of MBT (BASF) Rmt 41

72

Providing and laying NP-2 class RCC Hume Pipes with collars jointed with stiff mixture of cement mortar 1:2 (1cement : 2 fine sand) including testing of joints, includingnecessary excavation in foundations upto a depth ofmaximum 1.5m for laying pipes and laying PCC (1:3:6)near the pipe joints of size 300x300x100mm and refillingthe excavated soil in the trench etc., complete all asdirected

a) 200mm Dia Rmt 10

73

Providing and fixing PVC rain water pipe 65mm Diaconforming to IS 4985-2000, of 6 kg/cm2 pressureincluding necessary Excavtion in soil and poclainablerockup to adepth of 1.0mt , including backfilling andconsolidation , watering , witrh all fittings like clamps,bends, shoes and adhesives etc., complete all as directed.

Rmt 3

74

Providing,fabricating and fixing MS Weld Mesh of size25x25mm & 10G thick fixed over MS framework made ofangles, tees, flats etc for gateand under poly carbonatesheet in roofing. The rate to be inclusive of providing andapplying two coats of synthetic Enamel paint over a coat ofzinc chromate primer etc., complete.

Sqm 9

The Quoted rate should inclusive of single/doublescaffolding with safety net below the working area to suitthe safety working condition at site

11 WATER PROOFING WORKS

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SOR FOR PART B ITEM RATE

75

Providing and Applying Acrylic Reinforced Cementitiouswater proofing over Terrace with coating of Masterseal 550EL, in two coats to achieve 2mm thickness, Fibrereinforcement shall be provided between the two coats, thematerial shall be mixed and applied fully in accordance withspecialised agency, The product shall exibit at least 40%elongation at ambient and 30% elongation in under watercondition with tensile strength greater than 20 kg/cm2, Thematerial shall be in compliant to BS 1881 - part 5 1983 andDIN 1048, etc complete

Sqm 129

a) The surface shall be pressure grouted using 40 PSTinjection grouting pump with cement slurry mixed with nonshrink injection grout with admixture Flowcable 50 at250gms/bag of cement. including cutting the PVC groutedpipe and finishing the surface to the level of actual slabsurface. if leakages found in slab and grouting shall bedone after pre-approval of Engineer in Charge

Point 4

b) The surface shall be Pre-wetted and provided withcoving in cement mortar mixed with Rheomix 141 orequivalent as per manufacturers specification.

Rmt 92

c) Providing and laying over the treated surface baby chipsconcrete to an average thickness of 50mm to the requiredslope, over the screed finished smooth 15mm thick cementmortar 1:3 (1 cement : 3 sand) mixed with integral waterproofing compound Rheomac 707 or equivalent as permanufacturers specification

Sqm 129

76 SUMP-BASE (INSIDE) Sqm 169Surface PreparationAttention to full and proper preparation of the substrate isessential for complete adhesion.All surfaces should be dryand free from contamination such as oil, grease, looseparticles, decayed matter, moss, algal growth, laitance, andall traces of mould release oils and curing compounds. Thisis best achieved by rigorous wire brushing. Make sure thatall joints are finished flush and blowholes filled with cementsand slurry. All surfaces to be treated with Masterseal 550ELor equivalent coating MUST be pre-soaked with cleanwater. Ensure that there is no free standing water on thesurface.Coatingwith Masterseal 180 or Mastertop 1110 Tor equivalent

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SOR FOR PART B ITEM RATEPressure GroutingDrilling 12mm dia holes with electrical drilling machinealong the construction joints or honeycomb areas (at every500mm c/c along construction joints in staggered pattern)to a depth of 25mm and fixing PVC nozzle of 10mm dia inplace using quick setting compound Masterseal 505 or equivalent. Pressure grouting with Concressive 1315 orequivalent using hand operated pressure grouting pumpwith a pressure of 2 to 3 kg/sq.mt through the nozzles bystarting from one nozzle and and stopping when the groutstarts coming out from adjacent nozzle and similarlycarrying out grouting operation in all the nozzles as perManufacturers specifications in all the points including thecost of material, labour for carrying grouting operations etccomplete

Bore PackingApply bonding agent Rheomix 141 of BASF (as perManufacturers specifications)or equivalent slurry coatprepared by 1 volume Rheomix 141 to 1 volume water to 3volumes fresh cement. the pipes to be fixed should be filedin order to provided a proper bond and the same to beallingned by the respective agency. Minimum of 15mmallround gap to be provided between the pipe and thecore.Provide shuttering below the core and providing andapplying nonshrink cementitious grout Masterflow 915 and Masterflex 612(Hydroswellable gasket in paste form) at thecenter of the core.or equivalentto the complete depth of theslab

Waterproofing membrane coatingSystem: Elastomeric, cementitious, waterproof coatingat 1.0mm thickProviding and applying two coats of acrylic polymermodified cementitious waterproof coating Masterseal 550EL at 1 mm thickness for sunken slab. The material shouldconsist of a liquid polymer component and a cementitiouspowder component, which shall be mixed as permanufacturer’s instructions and applied over preparedconcrete surface strictly maintainingthe coverage specifiedby the manufacturer.CoverageEach square metre will require minimum of 0.9 Kg of mixedmaterial per layer. The coverage rate for each layer will bestrongly influenced by the roughness of the substrate.1.8 kg / m² in two coats to achieve 1 mm thickness. BS1881 Part 5 1983 - I.S.A.T.DIN 1048 Water Penetration Test. Cost inclusive ofmaterial, labor for necessary surface preparation,pressuregrouting where ever necessary and application etccomplete including the cost of cement plaster .

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SOR FOR PART B ITEM RATEPlasteringProviding and applying CM 1:3 mixed with Rheomac 707or equivalent at the dosage range from 150 ml to 250 mlper100kg of cementitious material is recommended overcoating to a minimum thickness of minimum 12mm as persite requirement

Total Amount in Rs.

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SOR FOR PART B ITEM RATE

S.No Description Unit Total Qty Rate Total Amount

1

Consolidationof road sub- grade with power road roller 8to 10 tonne capacity including making good the undulationswith earth or quarry spoils and rolling the sub grade as perroad profile and slope etc., complete all as directed.

Sqm 2273

2Providing and laying granular sub-base consisting ofsand, moorum, crushed stone and gravel mixed inproportions as specified below

Cum 623

Sieve designation % by weight passing75mm 10053mm 80-10026.5mm 55-909.5mm 35-654.75mm 25-552.36mm 20-400.425mm 10-250.075mm 3-10for sub grade to a compacted thickness of 200mm laid inone layer using good quality graded materials fromapproved source and mixed in the specified proportionincluding cost and conveyance of all materials, stacking anmixing in the specified proportion, spreading after mixing torequired camber, leveling, watering with all leads to obtainmoisture levels of mix between1% aboveand 2% below theoptimum moisture content at the time of compaction andcompacting each layer with 8 - 10 ton vibratory power rollerto obtain the required proctor density including all labour,charges for all tools and plants employed and all theirincidental charges etc. all complete as per IRC /and MOSTspecifications and as directed (NOTE :Granular sub baseshall extend 300mm on either side of road which shall beincluded in cost and shall not be paid extra. CBR value shallnot be less than 20 for sub base )

3

Providing and laying, spreading and compacting to therequired line, camber level, graded stone aggregates withmorrum binder to wet mix macadam (WMM) of 150mmthick including cost of all materials on a well prepaid subbase and compacting with power roller to achieve the desiredensity and with all leads for metal, sand and othermaterials, loading, stacking, spreading etc., complete withall leads for mix to the work spot as per clause, 406 of mostetc. complete and as per direction of engineer charge,specifications, drawings and as directed at site by theproject in charge.

Cum 341

3. ROADS AND PARKING WORKS

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SOR FOR PART B ITEM RATE

4

Providing, laying & consolidation 75mm thick bituminousmacadam to the specified camber on prepared surfaceusing specified graded crushed aggregate comforming toMORTH specification for base/binding course includingloading of aggregates with F.E. Loader and hot mixing ofstone aggregateand 80/100 grade bitumen in hot mix plant,transporting the mixed material in tippers to paver andlaying the mix using paver finishers of 75T/hr. withmechanical paver with sensor to the required levels andgrade consolidating surface using vibratory roller of80/100KN static weight and power roller of 8-10 T capacityto achieve desired density including hire and operationalcharges of all T&P as per MORTH specification No.504,cost and conveyance of all materials, seigniorage charges,all taxes, labour charges for all operations etc., completebut excluding cost of tack coat for finished item of work.

Cum 114

5

Providing and applying tack coat with bitumen 80/100grade over the prepared surface before laying SDBC at therate of 2.25 Kg per 10 Square meters including all taxes,heating the bitumen to the appropriate range and applieduniformity with the aid of bitumen pressure sprayer with theself heating arrangement and spraying bar with nozzlesincluding cost and conveyance of bitumen, labour, hirecharges and operational charges of all T&P necessary tocomplete the finished item of work as directed by theEngineer-in-Charge as per MORTH specification.

Sqm 2273

6

Providing, laying & consolidation 18mm thick semi densebituminous concrete on prepared surface with 60m to 90TPH capacity Hot mix plant using grade -II crushedaggregate and 80/100 grade bitumen binder at 5% byweight for wearing course including loading aggregateswithF.E. loader, heating & mixing the aggregate and binder inhot mix plant, transporting the mixed material with tipperand laying with 100TPH capacity mechanical paver finisherwith sensor to the required level, rolling with vibratory rollerof 8 - 10T static weight power roller of 8 to 10 Tonnescapacity and tandem roller to achieve the desired densityincluding hire and operationalcharges of all T & P, cost andconveyance of all materials, seigniorage charges, labourcharges for all operations,diversion of traffic, etc., completebut excluding cost of tack coat for finished item of work asper MORTH specification 508.

Cum 57

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SOR FOR PART B ITEM RATE

7

Providing, Precasting and fixing in position M20 gradePrecast kerbs of length 400mm each in straight road and300mm to 750mm in curvature as per drawings andarchitectural details with approved samples. Rate toincluing supply and mixing of polyproplenefibres @ 0.9 Kgper cum of concrete or as per manufacturers specificationsall leads and lifts, necessary excavation, backfilling,shuttering, moulds , 75mmth PCC 1:3:6concrete( 1cement:3 sand: 6coarseagreegate) for fixing (as perdrawing enclosed) fixing to line and plumb, raking and flushpointing the joints with cement mortar 1:3( 1cement:3sand), curing ,making provision for pipe sleeves etc , completeall as per drawing (The reinforcement will be measured andpaid separately under regular reinforcement item)1) size of kerbstone 125mm thick x 450mm depth X 400mm long each.

Rmt 445

8

Providing and spreading gravel for shoulders beyondkerb stone with good gravel brought from out side includingcost, seigniorage and conveyance of gravel, all taxes, alllabour charges for filling, spreading in layers of 200 mmthick, watering, breaking clods, and ramming, etc.,complete conforming to standard specification for finisheditem of work.

Cum 865

9

Providing and laying plain cement concrete 1:3:6 (1cement : 3 coarse sand :6 graded stone aggregate 20mmnominal size) including necessary shuttering in levelingcourses under foundations, pipelines, pits, under floorsetc., complete at all levels and locations as directed as perdrgs.

Cum 5

10

Providing and laying paver blocks of 75mm thk of M25grade. from approved manufacturer over prepared wellcompacted sub grade with classic type blocks of approvedcolour in the pattern specified by Architects over 50mmthick sand cushion laid to the required levels and slopesincluding vibrocompaction, all leads and liftsetc.,complete.(Samples of different lots of paveredblocks shall be tested for compressive strength beforeusing in the works)

Sqm 13

11

Providing and applying hot application Retro reflectivethermo plastic paint of ASIAN PAINTS or of approvedequivalent for signage's in the road like car/ bus parkingarea, pedestrian, centerline, zebra crossing etc includingall wastages, cleaningsurface to make it free from dust, dirtetc,applying the paint as per manufacturing standards andprocedures etc complete as directed .

Sqm 68

12

Providing and fixing PVC rain water pipe 65mm Diaconforming to IS 4985-2000, of 6 kg/cm2 pressureincluding necessary Excavtion in soil and poclainablerockup to adepth of 1.0mt , including backfilling andconsolidation , watering , witrh all fittings like clamps,bends, shoes and adhesives etc., complete all as directed.

Rmt 291

Total Amount in Rs.

S.No Description Unit Total Qty Rate Total Amount

4. COMPOUND WALL WORKS

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SOR FOR PART B ITEM RATE

1

Boring through any strata, providing and installingbored cast-in-situ reinforced cement concrete piles ofspecified diameter and length below the plinth beammachine batched, machine mixed design mix cementconcrete of grade M-25 with minimum cement content of400Kg/Cum of concrete using 20 mm nominal size hardstone aggregates, to carry a safe working load not less thanspecified, drilling of boring through any strata like filled soil,in excavated areas soft/loose soil, stiff clay, sand, gravel,except weathered/ hard rock for founding depth dulysupported by drilling fluid (bentonite)/casing for R.C.C.castinsitu bored piles .excluding the cost of reinforcement butincluding the cost of boring with bentonite solution andtemporary casing of appropriate length for setting out andremoval of same and the length of the pile to be embeddedin plinth beam

Drilled /bored material shall be disposed of out side the sitepremises as per direction of Client Engineer. (Length of pilefor payment shall be measured upto the bottom of the plinthbeam ie. cut off level. ).Admixtures in recommendedproportions to accelerate, retard setting of concrete,improve workability without impairing strength and durabilityas per direction of Client Engineer with water cement rationot more than 0.45 in bored cast insitu piles in accordancewith IS:2911 and as per IS :456.

(Reinforcement for this item shall be measured andpaid under respective Item of BOQ)

a) 230 mm dia Rmt 105

2

Earth work in excavation in all types of soil includingsoft proclainable rock, over areas (exceeding 1.5 m inwidth as well as 10 sqm on plan) including dressing ofsides and ramming of bottom, getting out stacking theexcavated soil back filling the same wherever required infoundations, basements and under floors in layers notexceeding 200mm thickness, ( the excavated soil shallbe tested for meeting the CNS PROPERTIES and shallbe got approved from consultant before backfilling inplinth areas , and foundations ) consolidating eachdeposited layer by ramming and watering including disposalof surplus/ unserviceable soil as directed within the sitepremises and .disposed soil to be neatly levelled anddressed, etc., complete

a) For Lift up to 1.50 mt Cum 166

b) For Lift above 1.5mt & Up to 3.0mt Cum 5

3

Providing and laying plain cement concrete 1:3:6 (1cement : 3 coarse sand :6 graded stone aggregate 20mmnominal size) including necessary shuttering in levelingcourses under foundations, pipelines, pits, under floorsetc., complete at all levels and locations as directed as perdrgs.

Cum 7

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SOR FOR PART B ITEM RATE

4

Providing and laying plain cement concrete 1:2:4 (1cement : 2 coarse sand : 4 crushed graded stoneaggregate 20 mm nominal size) in string or lacingcourses, copings and coping beams, bed blocks,anchor blocks, grouting of MS post and like includingnecessary shuttering and centering at all levels andlocations etc., complete as shown in drawings and asdirected .(if reinforcement is provided will be measuredand paid separately under respective item of BOQ)

Cum 7

5

Providing and laying in position M-25 grade reinforcedcement concrete machine batched, machine mixed, andmachine vibrated design mix cement concrete of specifiedgrade with minimum cement content of 325 kg per cumof concrete and water cement ratio not more than 0.5 forreinforced cement concrete structural elements excludingthe cost of centering, shuttering finishing andreinforcement, including adding admixtures inrecommended proportion ( as per IS 9103 ) to accelerate,retard setting of concrete improve workability withoutimpairing strength and durability, and necessary curingetc.,complete all as directed at all levels and heights .

a) Footing, Raft and like Cum 2

b) Plinth beam and like Cum 18

c) Columns and Like Cum 8

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SOR FOR PART B ITEM RATE

6

Supply, Fabricating & fixing in position reinforcement forRCC work with Thermo mechanically Twisted (TMT)bar of various diameters and grade of steel as specifiedbelow conforming to IS specification including cutting,providing, supplying & bending, hoisting, fabricating andplacing in position according to drawings and binding thereinforcement with GI annealedbinding wire in two strandsof 18 gauge and providing PVC cover blocks for placingthe reinforcements in position and for maintaining the coverspecified and/or according to relevant IS. Note : Unlessnoted otherwise the measurements in accordance with IS1200. However reinforcement shall be measured only inlengths of bars as actually placed in position on standardweight basis, no allowance being made in the weight forrolling margin. Authorised laps and splices, chairs of anyshape & profile,

Spacer bar of any shape & profile only will be measuredand paid seperately.Coverblock, wastage and binding wireshall be included in the quoted rate and to include lead, lift,placing at all levels and as per the approved bar bendingschedule,as directed.

a) TMT bars of grade Fe-500 conforming to IS - 1786/85 MT 4

b) TMT bars of grade Fe-415 conforming to IS - 1786/85 MT 1

7

Providing, fabricating and erecting form work at alllevels and places wherever needed/specified as perdrawing including striking with 12mm Plastic coated,marine resistant waterproof ply/Smooth finished MS plateswith adjustable steel props of acceptable Staging systemand with sufficient bracing as approved by consultant. Costto include designing of proper form work and stagingsystem to suit the requirements,Submission of designcalculations and shop drawings for approval,sealing thejoints with heavy duty brown self adhesive tape, aligning toline and levels including M.S. Ties, PVC Spacer, Providingopenings/ cutouts/ pockets, applying deshutteringchemical, Deshuttering as approved by the consultant etc.,complete at all levels and heights

1) Plywood shuttering shall be considered for all verticalelements,beam soffit,corewalls,stairs,ramps,tanks,RCCpedestals Etc.,2) M.S. plates shall be considered forfoundation,slabs,chajjas only..

a) Footing, Raft and like Sqm 6

b) Plinth beam and like Sqm 153

c) Columns and Like Sqm 108

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SOR FOR PART B ITEM RATE

8

Providing brick work using M-.35 grade bricks( withminimum compressive strength of 35kg/sq cm ) in cementmortar 1:4 (1 cement : 4 coarse sand) in superstructure at all heights and locations including scaffolding, staging,curing etc., complete.

Cum 35

9

18 mm thick cement plastering on external surfaces ofbrick or concrete surfaces in two layers consisting of 6 mmthick cement mortar 1:4 (1 cement :4 fine sand) top coatover a base coat 12 mm thick cement mortar 1:6 (1 cement:6 coarse sand), finished semi-rough including necessaryscaffolding and curing etc., complete at all heights.

Sqm 415

10

Providing and painting of walls with approved shadecement base water proof paint, snowcem Plus ofM/s.Snow cem India Ltd or of approved equivalent, withtwo or more coats over a coat of primer, surfacepreparation etc., all complete as per standard /manufacturer's specifications and as directed at all levelsand locations

Sqm 415

11

Supply, Fabrication and erection in position Structural Steelfor MS insert plates, edge angles , lugs, base plate etcincluding cutting ,hoisting welding , drilling holes fixing inposition at all heights and levels including applying twocoats of synthetic enamel paint over a coat of Zincchromate primer etc complete all as per specifications andas directed.

Kgs 59

12

Providing and fixing in position Shalitex Board or approvedEquivalent in expansion joints of the following thicknessincluding cutting, fixing in position as per manufacturerspecifications including cleaning the contact surfaces neatlyto make it free from dust and dirt at all levels and locationsetc., complete all as directed.

a) 25mm wide Sqm 5

13

Providing and fixing medium quality PVC pipes of Class 2,conforming to IS 4985-2000, of 65mm dia for weep holesincluding encasing with using plain cement concrete 1:2:4(1cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size) ,filling loose gravels at the mouthopening towards the filled up soil etc., complete all asshown in the drawing and as directed

Rmt 34

14

Supplying, Fabricating and fixing in position MS Grillsmade out of standard MS round/square bars ,Hollowsections, flats etc including cutting to different shapes andsizes,welding, including a coat of zinc chromate primer andtwo coats of synthetic enamel paint etc., complete all asspecified and as directed

Kgs 4791

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SOR FOR PART B ITEM RATE

15

Supply, fabrication and fixing of MS Gates of approvedpattern, including cutting to shapes and sizes,welding,placing in position ,with a coat of steel primer and twocoats of synthetic enamel paint including making of angularguide rails, pvc rollers, handles and other as specified etc.,complete all as directed.(The weight of MS fittings andfixtures shall be measured and paid.). Made with Followingsection

a) With solid sections Kgs 252

b) With hollow sections Kgs 252

Total Amount in Rs.

Sl. No. Description Unit Qty Rate Amount(Rs.)

1

Earth work in excavation in all types of soil includingsoft proclainable rock, over areas (exceeding 1.5 m inwidth as well as 10 sqm on plan) including dressing ofsides and ramming of bottom, getting out stacking theexcavated soil back filling the same wherever required infoundations, basements and under floors in layers notexceeding 200mm thickness, ( the excavated soil shallbe tested for meeting the CNS PROPERTIES and shallbe got approved from consultant before backfilling inplinth areas , and foundations ) consolidating eachdeposited layer by ramming and watering including disposalof surplus/ unserviceable soil as directed within the sitepremises and .disposed soil to be neatly levelled anddressed, etc., complete

a) For Lift up to 1.50 mt Cum 256

b) For Lift above 1.5mt & Up to 3.0mt Cum 10

2

Excavating trenches of required width for pipes, cables, etcincluding excavation forsockets and dressing of sides,ramming of bottoms, depth upto 1.5 m including gettingoutthe excavatedsoil and then returning the soil as required, inlayers not exceeding20cm in depth including consolidatingeach deposited layer by ramming, watering, etc.anddisposing of surplus excavated soil as directed, within alead of 50 m :

a) All kinds of soil , Pipes, cables etc. exceeding 80 mmdia. but not exceeding 300 mm dia.

Rmt 315

b) All kinds of soil , Pipes, cables etc. exceeding 300 mmdia. but not exceeding 600 mm dia.

Rmt 334

3

Providing and laying plain cement concrete 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mmnominal size) including necessary shuttering& centering inleveling courses under foundations, pipelines, pits, underfloors etc., complete at all levels and locations etc completeall as directed .

Cum 13

5. STROM WATER DRAINS

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SOR FOR PART B ITEM RATE

4

Providing and laying in position M-25 grade reinforcedcement concrete machine batched, machine mixed, andmachine vibrated design mix cement concrete of specifiedgrade with minimum cement content of 325 kg per cumof concrete and water cement ratio not more than 0.5 forreinforced cement concrete structural elements excludingthe cost of centering, shuttering finishing andreinforcement, including adding admixtures inrecommended proportion ( as per IS 9103 ) to accelerate,retard setting of concrete improve workability withoutimpairing strength and durability, and necessary curingetc.,complete all as directed at all levels and heights .

a) Footings , rafts and like Cum 16

b) RCC walls and like Cum 30

5

Supply, Fabricating & fixing in position reinforcement forRCC work with Thermo mechanically Twisted (TMT)bar of various diameters and grade of steel as specifiedbelow conforming to IS specification including cutting,providing, supplying & bending, hoisting, fabricating andplacing in position according to drawings and binding thereinforcement with GI annealedbinding wire in two strandsof 18 gauge and providing PVC cover blocks for placingthe reinforcements in position and for maintaining the coverspecified and/or according to relevant IS. Note : Unlessnoted otherwise the measurements in accordance with IS1200. However reinforcement shall be measured only inlengths of bars as actually placed in position on standardweight basis, no allowance being made in the weight forrolling margin. Authorised laps and splices, chairs of anyshape & profile,

Spacer bar of any shape & profile only will be measuredand paid seperately.Coverblock, wastage and binding wireshall be included in the quoted rate and to include lead, lift,placing at all levels and as per the approved bar bendingschedule,as directed.

a) TMT bars of grade Fe-500 conforming to IS - 1786/85 MT 4

b) TMT bars of grade Fe-415 conforming to IS - 1786/85 MT 1

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SOR FOR PART B ITEM RATE

6

Providing, fabricating and erecting form work at all levelsand places wherever needed/specified as per drawingincluding striking with 12mm Plastic coated, marineresistant waterproof ply/Smooth finished MS plates withadjustable steel props of acceptable Staging system andwith sufficient bracing as approved by consultant. Cost toinclude designing of proper form work and staging systemto suit the requirements,Submission of design calculationsand shop drawings for approval,sealing the joints withheavy duty brown self adhesive tape, aligning to line andlevels including M.S. Ties, PVC Spacer, Providingopenings/ cutouts/ pockets, applying deshutteringchemical, Deshuttering as approved by the consultant etc.,complete at all levels and heights

1) Plywood shuttering shall be considered for all verticalelements,beam soffit,corewalls,stairs,ramps,tanks,RCCpedestals Etc.,2) M.S. plates shall be considered forfoundation,slabs,chajjas only..

a) Footings , rafts and like Sqm 31

b) RCC walls and like Sqm 404

7

Providing, Precasting and fixing in position M25 gradePrecast concrete slab of length 750mm each and1200mm in width and of 150mm thicknessas per drawingsand architectural details with approved samples. Rate toinclude all leads and lifts, necessary shuttering, moulds,fixing to line and plumb, raking and flush pointing the jointswith cement mortar 1:3( 1cement:3sand ), curing ,makingprovision for pipe sleeves etc , complete all as per drawing(The reinforcement will be measured and paidseparately under regular reinforcement item)

Cum 16

8

Constructing Brick Masonry Inspection chamber withM35 class bricks in cement mortar 1:5 (1 cement: 5 coarsesand) for underground C.I inspection chamber C.I coverwith frame (medium duty) 455 x 610mm internaldimensions, total weight of cover with frame to be not lessthan 38 Kg (weight of cover 23 Kg and weight of frame 15Kg), 150mm thick base leveling course, in PCC 1:3:6 (1cement :3 coarse sand :6 graded stone aggregate, 40mmnominal size )RCC top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominalsize) foundation concrete 1:3:6 (1 cement : 3 fine sand : 6graded stone aggregate 40mm nominal size), insideplastering 12mm thick with cement mortar 1:4 (1 cement :4 coarse sand) finised smooth with a floating coat of neatcement on walls and bed concrete etc., includingexcavationin all types of soil including rock complete all asper standard specification and as directed.

a) Inside size 900x 1200mm and 450mm deep maximum Each 25

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SOR FOR PART B ITEM RATE9 Same as above, as given at Item no.above but for extra

depth beyond 450mm of Inspection chamberRmt 19

10

Constructing Brick Masonry Inspection chamber withM35 class bricks in cement mortar 1:5 (1 cement: 5 coarsesand) for underground C.I inspection chamber C.I coverwith frame (medium duty) 455 x 610mm internaldimensions, total weight of cover with frame to be not lessthan 38 Kg (weight of cover 23 Kg and weight of frame 15Kg), 150mm thick base leveling course, in PCC 1:3:6 (1cement :3 coarse sand :6 graded stone aggregate, 40mmnominal size )RCC top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominalsize) foundation concrete 1:3:6 (1 cement : 3 fine sand : 6graded stone aggregate 40mm nominal size), insideplastering 12mm thick with cement mortar 1:4 (1 cement :4 coarse sand) finised smooth with a floating coat of neatcement on walls and bed concrete etc., includingexcavationin all types of soil including rock complete all asper standard specification and as directed.

a) Inside size 900x 800mm and 450mm deep maximum Each 34

11 Same as above, as given at Item no.above but for extradepth beyond 450mm of Inspection chamber

Rmt 13

12

Constructing Brick Masonry Inspection chamber withM35 class bricks in cement mortar 1:5 (1 cement: 5 coarsesand) for underground C.I inspection chamber C.I coverwith frame (medium duty) 455 x 610mm internaldimensions, total weight of cover with frame to be not lessthan 38 Kg (weight of cover 23 Kg and weight of frame 15Kg), 150mm thick base leveling course, in PCC 1:3:6 (1cement :3 coarse sand :6 graded stone aggregate, 40mmnominal size )RCC top slab with 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominalsize) foundation concrete 1:3:6 (1 cement : 3 fine sand : 6graded stone aggregate 40mm nominal size), insideplastering 12mm thick with cement mortar 1:4 (1 cement :4 coarse sand) finised smooth with a floating coat of neatcement on walls and bed concrete etc., includingexcavationin all types of soil including rock complete all asper standard specification and as directed.

a) Inside size 600x 600mm and 450mm deep maximum Each 7

13 Same as above, as given at Item no.above but for extradepth beyond 450mm of Inspection chamber

Rmt 1

14

Providing and laying NP-2 class RCC Hume Pipes with collars jointed with stiff mixture of cement mortar 1:2 (1cement : 2 fine sand) including testing of joints, includinglaying PCC (1:3:6) near the pipe joints of size300x300x100mm etc., complete all as directe

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SOR FOR PART B ITEM RATEa) 150mm dia Rmt 5

b) 250mm dia Rmt 122

c) 300mm dia Rmt 212

c) 350mm dia Rmt 76

d) 450mm dia Rmt 125

d) 600mm dia Rmt 78

d) 750mm dia Rmt 36

Total Amount in Rs.

1

Supply , drilling , driving and installation of Bore well withinthe premises including machine and mechanical drilling inall types of soil and rock below ground level to the desiredlevel including driving of GI pipes in the ground and treatingthe area around the pipes and inserting the required suctionpipes and theborewel suction submersible motor andpumps of 8 stage 10 HP texmo or equivalentmake etc allas per standard borewell drilling vendor and to include allrelated material to lift the water up to the ground level atrecommended pressure for following dia and length ofdrailling

1) 200mm drilling -100mm GI SUCTION PIPE Rmt 130

Total Amount in Rs.

RATE AMOUNTUNIT QTY

6. BORE WELL

Sl.No. DESCRIPTION OF WORK

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SOR FOR PART B ITEM RATE

1 11KV 1 MODULE LBS PANEL (OUTDOOR)

Supply, Erection, Testing & Commissioning of 11KV, 1module, Out door type LBS Panel with 1 No. 630A LBScompartments, metering system. Incomer module shall bewith 11000V /√3 / 110V /√3 Potential Transformer, CurrentTransformers for Protection & Metering of burden 10VA

and class of accuracy for metering as 1.0 and protectionas 5 P 10 as specified in specifications. the panel shallconsist of suitable rating TPN +E Electrolyte Al bus bar(at the rating of 0.8A /Sq.mm) supported with DMC/ SMCbarriers and colour coded with Heat shrinkable sleeves.The Panel shall also include digital type voltmeter, ammetePhase Indication Lamps, Breaker ON / OFF / TRIPindication lamps.

panels shall be of Bottom Cable Entry only. Every LBS shallbe provided with ON/OFF /Trip Indication lamps of LEDtype. Supply and fixing of steel supporting channels (Gripbolts required) for fixing on to floors shall be measuredseparately under the heading "Steel Item". The rate shallinclusive of All fixing hardware's as required( refer SLDfor further details ) (MAKE:ABB Techno Craft / CG /Megawin / Snider )

No 1

2 TRANSFORMER (OUT DOOR)

Supply, store, erection, testing & commissioning of 750KVA , 11kV/433V, Dyn11, Oil cooled ONAN type Outdoormounting Copper wound continuous duty Transformer withOLTC, , Marshalling Box, Oil Temperature Indicator,Winding Temperature Indicator, Bucholz Relay, Magneticoil level gauge with alarm, Bidirectionalrollers, cable boxeson both side, Pressure Relief Valve,NCT for REFR relayetc., including the first filling of transformer oil and all otheraccessories as required. The tap off on the side shall be +5% / - 15% in steps (shall be conforming to IS 11171&IS 2026/IEC 726) (make: Voltamps/Rowson/ CG).

No 1

UNIT QTYSl.No. DESCRIPTION OF WORK

7. EXTERNAL ELECTRIFICATION

A. HT WORKS

AMOUNTRATE

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SOR FOR PART B ITEM RATE3 H.T. Cable :

Supply, laying, testing and commissioning of followingsize3-core-11KV E, HT XLPE insulated Aluminium armouredconductor under ground cable, shall be laid in built upcable trench / already laid RCC Hume pipe / on cable tray /in ground at a depth of 1000mm below ground level . Thecable shall conform to IS 7098/ Part I1.

Note: Excavation and refilling of earth after cables are laidwith supply and providing cable protection with sand andbricks on cables both side and top With cable route markewill be operated under schedule heading of "Civil Worksfor outdoor cable laying".

3.13-Core x 185 Sqmm 11KV XLPE Aluminium ArmouredCable - From 11KV HT SFU Panel to Transformer. Rmt 100

4 H.T. Cable End Termination

Supply , providing ,testing and commissioning of 11KV HTcable Raychem type termination for indoor/ outdoor Heatshrinkable end termination kit suitable for the above XLPEcable with all sundry material like BI-metallic Lugs usingcrimping , including Earthing of termination kit etc. full setcomplete.(MAKE: RAYCHEM).

4.1 3-Core x 185 Sqmm indoor End Termination : No 3

5 CIVIL WORKS FOR OUTDOOR CABLE LAYING

preparation of outdoor cable trenches at a depth of1000mm below the Ground Level with including excavationof any type of soil as per site conditions with providingsand layer cushioning for cable, providing brick layer aboveand the sides of the cable (or) heavy duty half cut humepipe,sample to be approved by client/consultant andrefilling of sand and making good surface as required. forthe following sizes,Quated rate shall inclusive of HT cableroute markers at every 10mtr interval and also at cableroutes turnings points.

5.1 Trench of width 600mm & depth 1000mm. Rmt 80

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SOR FOR PART B ITEM RATE6 EARTHING :

6.1

Supply and Providing of safe earth electrode of 3 mts long100mm dia GI class-A Pipe with 2 Nos bag back fillcompound , Excavation of earth pit in any type of soil andconstruction of brick trough (450 x 450 x 450), providingmeshed funnel, CI heavy duty cover and other civilEngineeringworks, spreading a back fill compound fixing ofcopper bolt nut etc, completely as required. As per IS3043, 1987 or latest revision. (For Body ear thing )

No 2

6.2

Supply and Providing Copper Plate Earth station, with 600X 600 X 3.15mm thick copper plate terminated with 2 runsof 40 x 6 mm copper strips of 3 M long with 50 mm dia"B" Class G.I pipe with including construction of brickpedestal, providing meshed funnel, CI heavy duty cover ,rib and other civil Engineering works, spreading ahomogenous mixture of Pentonite around the plate, copperbolt nut etc, completely as per IS 3043, 1987 or latestrevision. (for Transformer Neutral ear thing )

No 2

7 EARTHING TAPES/ WIRES

Supply and laying of following size Copper / GI stripincluding all fixing accessories for laid inside the buildingwith all necessary interconnections with earth station andequipments. The cost shall also include the supply &installation of Heat Shrinkable PVC colored sleeves. endterminated with suitable copper lugs ,copper fixinghardware's. Below ground joints should be welded / Brazedonly.

7.140 x 6 mm Copper Tape (for Transformer Neutral earthing ) Rmt 18

7.250 x 6 mm Hot Dip Galvanized GI strip (for HT Panel Body ear thing ) Rmt 10

7.325 x 6 mm Hot Dip Galvanized GI strip (for TF Body Earthing ) Rmt 40

7.4 8 SWG copper wire (Fencing Earthing) Rmt 20

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SOR FOR PART B ITEM RATE8 Hume pipe.

Supply and laying of RCC heavy duty pipes in wall / floor /in ground including chipping / excavationlaying and makinggood the surface as required. with all accessories likecollars and bends and nipples required. pipe shall be laid ata depth of 1000 mm below ground level or under pavedareas/under floor with including all civil engineeringworksas required.

8.1 150 mm dia Hume pipe. Rmt 15

9 MISCELLANEOUS WORKS

9.1Supplying & Erection of 11 kV danger boards, as perAPSEB requirement. No 2

9.2

Supplying & Erection of Rubber mats of 11 KV grade 2.0Mtrs x 1.0 Mtrs and of sufficient 12mm thickness asrequired by the Electrical Inspectorate and confirming to IS5424.

No 1

9.3

Supply and Installation of 5KG capacity ABC type fireextinguishers complete with mounting brackets, spraynozzles, connecting pipes, "OPEN / CLOSE" valves with allother necessary accessories complete as required. (make: USHA, fire pro).

No 1

9.4

supply and providing of 11KV grade hand glouse with chalkpowder including suitable weather proof transparent boxwith lock and key No 1

9.5Supply and providing of First Aid Box as per IS standard.

No 1

10 CEIG APPROVAL

Liasioning with APSEB-Electricity Board Authorities forgetting the load sanction. Preparation of drawings as perDy. CEIG standards for drawing approval (transformer, DGUPS, Stabilizer HT / LT installation, lifts, conveyor,Escavalators etc. That is total project Electrification work),Filing the completion report to the Electrical Inspectorateauthorities, getting the inspection done at site, after thatfiling the rectification report, getting the final approval fromElectrical Inspectorate authorities and getting the safetycertificate from Electricity Board for charging the line for theElectricity Board portion of the work etc.

Lsm 350

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SOR FOR PART B ITEM RATE11 YARD FENCING & JELLY SPREADING

supply and Providing 2500 mm high chain link fencingconsisting of 50 x 50 x 6 mm ISA angle, vertical supportport 2500 mm high (spacing not exceeding 2.5m), 50 x 50x6 mm ISA angle 3000 mm long bracing struts (in bothdirections) for every fifth post (and at change of directionsof the fence) and 10 gauge GI chain link mesh 50 x 50 mmfully stretched and secured to ISA angle verticals andhorizontals with 6mm dia GI bolts,

nuts and washers spaced at 150 mm (min) using 25 x6mm GI flat cover strips, 170 mm long, bottom 75mm end ofMS verticals and bracing struts to be split and 400 mmembedded in 400 x 400 x 500 deep cement concrete 1:3:6including necessary welding and/or bolted connections ofMS horizontals and bracings/struts to vertical posts,excavation, cement concrete and painting one coat ofprimer and two coats of synthetic enamel paint to allexposed faces of steel work and chain link fencing.Measured net area of fencing between external faces ofhorizontal members.(pls refer the attached drawings.

Rmt 16

11.1

Supply and providing gate 2.4 mm wide (min) in two (sidehung) leaves to match the chain link fence includingnecessary hinges, locking arrangements, etc.,complete.asper drawings.

No 1

11.2

Supplying and spreading 40mm nominal size black granitejelly 150mm depth and over the 50mm River sand filling asdirected the work etc. cum 5

Total Amount in Rs.

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SOR FOR PART B ITEM RATE

1 POWER AND CONTROL CABLES

Supply, laying, testing and commissioningof followingsize1.1KV Grade Aluminium XLPE / Copper Conductor XLPEinsulated PVC Sheathed Armoured under ground cableand shall be laid in built up cable trench/ already laid RCChume pipe or on cable tray (indoor/outdoor). with allinstallation materials as required. The cable shall conformto IS 1554/ Part I.For buried cables, the excavation workwill be included under the heading "Civil works foroutdoor cable laying." ( MAKES: UNIVERSAL /Tropodur / NICCO / Unistar / Havells)

1.01 4 Core x 2.5 Sqmm XLPE CU.AR.Cable Rmt 620

2 CABLE END TERMINATIONS

Supply and Providing cable end terminations with Doublecompression type SS Gland, Bi-metallic Heavy duty lugs ,insulation tape, identification Aluminium Encraved tagsetc.With including Gland Earthing, Drilling for Glandcomplete as required.(Make- HMI / comet, Lugs:DOWELLS /HEX )

2.01 4 Core x 2.5 Sqmm XLPE CU.AR Cable No 44

3.00 STREET LIGHTING

3.01

Supply and erection testing and commissioning of tublertype 6 mtr. Long( 1.0 mtrs in ground + 6 mtrs above) .TP+3N+E loop-in and loop-out junction box with cutout &stand terminals cable(20A) 8 Nos terminals Sutable toTerminate the 4C X 6 Sqmm CU AR cable ). Includingexcivation refilling the soil providing RCC Civil foundation .

No 22

3.02

Supply, installation, testing and commissioning of 1x36WCFL Street light fitting along with all accessories such asGear box, lamps etc as required with all fixing accessories(CG CAT NO:SEC 1336).

No 22

UNIT QTY RATE AMOUNT

B. LIGHTING WORKS

Sl.No. DESCRIPTION OF WORK

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SOR FOR PART B ITEM RATE4.0 GATE LIGHTS

Supply,Erection, testing and commissioning of 600mmlong G.I Pole of Suitable dia grouted on the CompoundGate wall suitable for mounting post top lanterns as gatelights. The cost shall also inclusive of internal wiring fromthe lamp to the switch box, weather proof switch box

No 2

4.0

Supply,Erection testing and commissioning of 2X18 WCFL luminaries with lamp, control gear etc. complete asrequired (MAKE:-Bajaj: BJCPT1 218 Clear). No 2

Total Amount in Rs.

12 MEDIUM VOLTAGE SWITCH BOARDS

Supply, installation ,Testing and Commissioningof 3 phase415 V 4 wire Free Standing Floor mounted MV panelsmade out of 14 SWG CRCA sheet after seven tankprocess, painting with Epoxy powder coating with includingall switchgear as detailed below. The panel shall consist ofsuitable rating TPN +E Electrolyte Al busbar (at therating of 0.8A /Sq.mm) supported with DMC/ SMCbarriers and color coded with Heat shrinkable sleeves. TheMetering shall be provided as specified. The panel shallhave Short circuit with standing capacity of minimum 50KAand consist of the switchgear as mentioned below. Thepanel shall be mounted on channels grouted to the floor.The panel shall be got fabricated from manufacturershaving CPRI Test certificate only. The M.V panels shallhave atleast two spare cubicles of the maximum rating. Thesize of all Panel Mounting Meters shall be 96 X 96 mm.allpanels shall be as per specification and schematic drawingcomplete as required.

All panels shall be of Top/Bottom Cable Entry only. Panelsshall be extendable type on either ends. Every ACB shallbe provided with ON/OFF /Trip Indication lamps of LEDtype. Supply and fixing of steel supporting channels (Gripbolts required) for fixing on to floors shall be measuredseparately under the heading "Steel Item".(Make:-Siemens/ L&T/ ABB/GE/ Schneider)

12.01 MAIN POWER CONTROL CENTER No 1INCOMER-1 (EB)

AMOUNT

C. POWER

DESCRIPTION OF WORKSl.No. UNIT QTY RATE

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SOR FOR PART B ITEM RATE630A, 4P, 50KA, MCCB with Micro Processor Basedreleases for O/C, S/C, E/F & ST -1 No (Siemens Cat Logno: 3VL5763 – 1AB36 ).

METERINGLoad Manager with measuring parameters of Voltage,Current, KWH, KW, KVAR, PF, Frequency.

630/5A,CL -1.0, 15VA Resin Cast Current Transformers -3Nos.

630/5A,CL -1.0, 15VA Resin Cast Current Transformers -3Nos. 630/ 5A, CL -1.0, 10VA Current Transformer - 1No for REFrelay

2A, SP (10kA)MCB- 3No

REFR RELAY - 1NoLED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

BUS BAR :630A, Electrolyte Grade Aluminium ( TP+N+E) Bus barswith 0.8A/Sq.mm Current density.

OUTGOINGS :125A, TPN, 690V Switch Disconnector Fuse With 125A,120KA, 03Nos HRC Fuse set & 2 Nos auxiliarycontacts- 06Nos (SIEMENS CAT LOG NO : 3KL8221-3HA00 )

250A, TPN, 690V Switch Disconnector Fuse With 250A,120KA, 03Nos HRC Fuse set & 2 Nos auxiliarycontacts- 01Nos (SIEMENS CAT LOG NO : 3KL8321-3UA00 )

Note : All Outgoing feeder Connected with ON OFFindication.

DG PANELINCOMER-1 (EB) No 1200A, 4P, 50KA, MCCB with adjustable thermal - magnetictrip unit for O/C, S/C, E/F & ST -1 No (Siemens Cat Logno: 3VT8320-1BA04-0AA2 ).

METERINGLoad Manager with measuring parameters of Voltage,Current, KWH, KW, KVAR, PF, Frequency.

200/5A,CL -1.0, 15VA Resin Cast Current Transformers -3Nos.

200/5A,CL -1.0, 15VA Resin Cast Current Transformers -3Nos. 200/ 5A, CL -1.0, 10VA Current Transformer - 1No for REFrelay

2A, SP (10kA)MCB- 3NoLED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

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SOR FOR PART B ITEM RATEBUS BAR :200A, Electrolyte Grade Aluminium ( TP+N+E) Bus barswith 0.8A/Sq.mm Current density.

OUTGOINGS :125A, TP, 415V, 25KA Melded Case Circuit Breakers withThermal Magnatic based releases for O/C, S/C & S/T -01Nos (Siemens Cat Log no:-3VT8212-1AA03-0AA2 )

63A TPN MCB, 415V, 10KA - 3Nos (Legrand Make )40A, TP, 10KA, MCB – 3 No. ( Bus Bar-1)Note : All Outgoing feeder Connected with ON OFFindication.

12.02 Automatic PF Improvement Panel – 100kVAR No 1Incomer :250A, TP, 415V, 25KA Melded Case Circuit Breakers withThermal Magnatic based releases for O/C, S/C & S/T -01Nos (Siemens Cat Log no:-3VT8320-1AA03-0AA2 )

METERING250/5A,CL - 1.0, 15VA Resin Cast Current Transformers -3Nos.

2A, SP MCB-3 NoAutomatic Power Factor 4 Stage Microprocessor basedRelay - 1No.

LED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP

BUS BAR :250A,Electrolyte Grade Aluminium Bus bars with0.8A/Sq.mm Current density.

OUTGOINGS:-25 KVAR Capacitor Banks – 4No'sEach 25kVAR Capacitor Bank feeder consists.

63A, TP, 25KA, MCB - 1 No.( Legrand)(LEGRAND CAT LOG NO:-60329163Amps , Capacitor Duity Contactor with 2 NO + 2 NCAuxiliary Contacts - 1 No. (Siemens cat No- 3TF34-00-0W)

LED Type Indication Lamps for ON / OFF Indications - 2Nos.

Start / Stop Push Button actuators - 2 nos.2A, TP MCB-1No.

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SOR FOR PART B ITEM RATE25KVAR Capacitor Bank -1 No.Note: All Capacitors should be heavy / Capacitor Duty, allCapacitor Delta connected and rated for 440V and of APPtype with provisen to mount hormonic filter. The Capacitorsshall be provided in the panel itself with proper ventilationarrangements. All Contactors in this panel should becapacitor switching Contactors.

QUARTERS PANEL ( TYPE -B)DUEL INCOMER & DUEL BUS BUS PANELINCOMER -1 No 1100A, TP, 415V, 45KA Moulded Case Circuit Breakers withThermal-Magnetic trip unit for O/C, S/C & S/T - 1 No(SIEMENS CAT LOG NO: 3VT8110-1AA03-0AA2 )

2A, SP MCB -3No.LED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

BUS BAR -1100A,Electrolyte Grade Aluminium Bus bars ( TP+1N+E)with 0.8A/Sq.mm Current density.

INCOMER -263A TPN MCB, 415V, 10KA-1 No2A, SP MCB -3No.LED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

BUS BAR -263A,Electrolyte Grade Aluminium Bus bars ( TP+1N+E)with 0.8A/Sq.mm Current density.

OUTGOING :9 NosEach Out going( From Bus-1) three Phase Connection 32A HRC fuse & 1-32A Digital Energy meter (kwh meter) And 40A TP MCB(10KA)Fuse base suitable fuse links type HG & HQ forphase & Neutral link (Both side cable).With Requaired CT& terminalm block Total in a sealable and lockablecompartment.- 1 Nos ( L&T Make:-Fuse base- ST30762 )

Duel source Chang over ACCL( Auto matic ChangeoverCum Current Limiters) type Changeover-1 No With 6A TPMCB(10KA)-1 No (From Bus -2)(ACCL MAKE - BAIDPOWER SERVICES P. LTD , Cat No-DS-T 25A)

QUARTERS PANEL ( TYPE -C)DUEL INCOMER & DUEL BUS PANELINCOMER -1 No 1160A, TP, 415V, 45KA Moulded Case Circuit Breakers withThermal-Magnetic trip unit for O/C, S/C & S/T - 1 No(SIEMENS CAT LOG NO:3VT8216-1AA03-0AA2)

2A, SP MCB -3No.LED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

BUS BAR -1

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SOR FOR PART B ITEM RATE160A,Electrolyte Grade Aluminium Bus bars ( TP+1N+E)with 0.8A/Sq.mm Current density.

INCOMER -263A TPN MCB, 415V, 10KA-1 No2A, SP MCB -3No.LED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

BUS BAR -263A,Electrolyte Grade Aluminium Bus bars ( TP+1N+E)with 0.8A/Sq.mm Current density.

OUTGOING :17 NosEach Out going( From Bus-1) Single Phase Connection 32A HRC fuse &1-32A Digital Energy meter (kwh meter) And 40A DP MCB(10KA)Fuse base suitable fuse links type HG & HQ forphase & Neutral link (Both side cable).With Requaired CT& terminalm block Total in a sealable and lockablecompartment.- 1 Nos ( L&T Make:-Fuse base- ST30762 )

Duel source Chang over ACCL( Auto matic ChangeoverCum Current Limiters) type Changeover-1 No With 6A DPMCB(10KA)-1 No (From Bus -2) (ACCL MAKE - BAIDPOWER SERVICES P. LTD , Cat No-DS-25A)

QUARTERS PANEL ( TYPE - D)DUEL INCOMER & DUEL BUS BUS PANELINCOMER -1 No 163A TPN MCB, 415V, 10KA - 1Nos (Legrand Make )2A, SP MCB -3No.LED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

BUS BAR -163A,Electrolyte Grade Aluminium Bus bars ( TP+1N+E)with 0.8A/Sq.mm Current density.

INCOMER -263A TPN MCB, 415V, 10KA-1 No2A, SP MCB -3No.LED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

BUS BAR -263A,Electrolyte Grade Aluminium Bus bars ( TP+1N+E)with 0.8A/Sq.mm Current density.

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SOR FOR PART B ITEM RATEOUTGOING : 04 NosEach Out going( From Bus-1) three Phase Connection 32A HRC fuse & 1-32A Digital Energy meter (kwh meter) And 40A TP MCB(10KA)Fuse base suitable fuse links type HG & HQ forphase & Neutral link (Both side cable).With Requaired CT& terminalm block Total in a sealable and lockablecompartment.- 1 Nos ( L&T Make:-Fuse base- ST30762 )

Duel source Chang over ACCL( Auto matic ChangeoverCum Current Limiters) type Changeover-1 No With 6A TPMCB(10KA)-1 No (From Bus -2)(ACCL MAKE - BAIDPOWER SERVICES P. LTD , Cat No-DS-T 25A)40A, TP, 10KA, MCB - 1 No. ( Bus Bar-1)

OIC POWER SUPPLY PANEL No 1LED Type Indication Lamps for R, Y, B Phase Indication(Busbar-1)

( From Bus-1) three Phase Connection 32A HRC fuse & 1-32A Digital Energy meter (kwh meter) And 40A TP MCB(10KA)Fuse base suitable fuse links type HG & HQ forphase & Neutral link (Both side cable).With Requaired CT& terminalm block Total in a sealable and lockablecompartment.- 1 Nos ( L&T Make:-Fuse base- ST30762 )

Duel source Chang over ACCL( Auto matic ChangeoverCum Current Limiters) type Changeover-1 No With 6A TPMCB(10KA)-1 No (From Bus -2)(ACCL MAKE - BAIDPOWER SERVICES P. LTD , Cat No-DS-T 25A)LED Type Indication Lamps for R, Y, B Phase Indication(BusBar-2)

COMMON AREA PANELINCOMER-1 125A, TP, 415V, 45KA Moulded Case Circuit Breakers withThermal-Magnetic trip unit for O/C, S/C & S/T - 1 No(SIEMENS CAT LOG NO:3VT8212-1AA03-0AA2)

No 1

METERINGEnergy meter with measuring parameters of Voltage,Current, KWH, KW, KVAR, PF, Frequency.

125/5A,CL -1.0, 15VA Resin Cast Current Transformers -3Nos.

2A, SP (10kA)MCB- 3NoLED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

INCOMER-1 125A, TP, 415V, 45KA Moulded Case Circuit Breakers withThermal-Magnetic trip unit for O/C, S/C & S/T - 1 No(SIEMENS CAT LOG NO:3VT8212-1AA03-0AA2) METERINGEnergy meter with measuring parameters of Voltage,Current, KWH, KW, KVAR, PF, Frequency.

125/5A,CL -1.0, 15VA Resin Cast Current Transformers -3Nos.

2A, SP (10kA)MCB- 3NoLED Type Indication Lamps for R, Y, B Phase Indicationand Breakers ON / OFF / TRIP Indication.

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SOR FOR PART B ITEM RATEBUS BAR :125A, Electrolyte Grade Aluminium ( TP+N+E) Bus barswith 0.8A/Sq.mm Current density.

OUTGOING :63A TPN MCB, 415V, 10KA - 2Nos 40A, TP, 10KA, MCB – 2 No. Note : Both the Incomer MCCB, Should have electricaland mechanical interlocks

STREET LIGHT DB6A, SP, 10KA, MCB – 3 No. ( Bus Bar-1) No 524Hrs Timer With duel ContactManual Bypass switch

13 POWER AND CONTROL CABLES

Supply, laying, testing and commissioningof followingsize1.1KV Grade Aluminium XLPE / Copper Conductor XLPEinsulated PVC Sheathed Armoured under ground cableand shall be laid in built up cable trench/ already laid RCChume pipe or on cable tray (indoor/outdoor). with allinstallation materials as required. The cable shall conformto IS 1554/ Part I.For buried cables, the excavation workwill be included under the heading "Civil works foroutdoor cable laying." ( MAKES: UNIVERSAL /Tropodur / NICCO / Unistar )

13 3.5 Core x 150 Sqmm XLPE AL.AR Cable Rmt 90

13.1 3.5 Core x 50 Sqmm XLPE AL.AR Cable Rmt 380

13.10 4 Core x 25 Sqmm XLPE AL.AR Cable Rmt 190

13.11 4 Core x 16 Sqmm XLPE AL.AR Cable Rmt 95

13.12 4 Core x 10 Sqmm XLPE AL.AR Cable Rmt 55

13.13 4 Core x 4 Sqmm XLPE AL.AR Cable Rmt 245

CABLE END TERMINATIONS

Supply and Providing cable end terminations with Doublecompression type SS Gland, Bi-metallic Heavy duty lugs ,insulation tape, identification Aluminium Encraved tagsetc.With including Gland Earthing, Drilling for Glandcomplete as required.(Make- HMI / comet, Lugs:DOWELLS /HEX )

14 3.5 Core x 150 Sqmm XLPE AL.AR Cable No 10

14.1 3.5 Core x 50 Sqmm XLPE AL.AR Cable No 6

14.10 3.5 Core x 25 Sqmm XLPE AL.AR Cable No 6

14.11 4 Core x 16 Sqmm XLPE AL.AR Cable No 2

14.12 4 Core x 10 Sqmm XLPE AL.AR Cable No 2

15 CIVIL WORKS FOR OUTDOOR CABLE LAYING

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SOR FOR PART B ITEM RATEEscavation of outdoor cable trenches at a depth of1000mm below the Ground Level including excavation ofany type of soil as per site condition and providing sandlayer cushioning for cable, providing brick layer above andthe sides of the cable, refilling and making good surface asrequired. for the following sizes. Providing LT cable routemarker at every 15 Mtrs distance.

15 Trench of width 750mm & depth 750mm. Rmt 470

16 EARTHING SYSTEMS

16.1

Supply and Providing of safe ear thing electrode of 3 mtslong 80mm dia with 2 bag back fill compound withincluding construction of brick pedestal, providing meshedfunnel, CI heavy duty cover and other civil Engineeringworks, spreading a homogenousmixture of ,copper bolt nutetc, completely as per IS 3043, 1987 or latest revision.(ASHLOK SAFE EARTH CAT LOG No: type -39) (for heavy load equipments/ panel boards body ear thing )

No 12

17 EARTHING TAPES / WIRES

Supply and laying of following size Copper / GI stripincluding all fixing accessories for laid inside the buildingwith all necessary interconnections with earth station andequipments. The cost shall also include the supply &installation of Heat Shrinkable PVC colored sleeves. endterminated with suitable copper lugs ,copper fixinghardware's. Below ground joints should be welded / Brazedonly.

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SOR FOR PART B ITEM RATE17.1 50 x 6 mm GI tape (Hot dip galvanized) Rmt 30

17.2 25 x 3 mm GI tape (Hot dip galvanized) Rmt 260

17.30 8 SWG Copper wire Rmt 40

18.00 GI LADDER TYPE CABLE TRAYS

Supply & erection of the following sizes Hot dip galvanisedG.I Ladder type cable tray made of 2mm thick with outcover. The Quoted price of cable tray items shall inclusiveof Elbow,cross,tee, bend ,coupler plate with necessary gripbolts, grid plates and all other mounting & fixingaccessories complete as required. the steel items requiredfor supporting the cable tray shall be operate under "steelitems" heading. (Make:- Profab).

18.01 300mm wide x 75 mm depth Rmt 5

18.02 450mm wide x 75 mm depth Rmt 20

19 MISCELLANEOUS WORKS

19.1

Supply and providing 4 nos of red color painted Firebuckets round bottom of 9 Ltrs capacity filled with drysand with including suitable angle iron support red colorpainted.

Set 1

19.2 Supply and providing Shock treatment chart with teak woodframe and glass cover as approved by Electrica

No 1

19.3

Supply and providing Electrical single line diagrams (AsBuilt drawing) of total project scheme with laminatedframe. No 1

20 STEEL ITEMS

Supply, fabrication, erection painting of all type of steelitems (ISMC,ISMB,ISA,etc.., as required as perspecification complete. Generally steel items For cabletrays,BBT's supporting arrangements, checkers platesabove trenches and any other steel items not covered inother items of schedule of quantities. The quoted rateshould inclusive of painting the steel items with two coats ofred oxide primer and two coats of synthetic enamel paint ofapproved shade.( Make:- Jindal / TATA / Vizag)

M.T 0.10

Total Amount in Rs.

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SOR FOR PART B ITEM RATE

44.0TELEPHONE CABLES / JELLY FILLED CABLES :

Supply and laying, Testing of telephone cables armouredannealed copper conductor and petroleum jelly filled withpolythene outer jackets conforming to P&T specification.The method of laying Telephone cables shall be run in aseparate trench at least 600 mm away from power cables.The civil works for excavation will be included underheading "Civil Works for Outdoor Cable Laying Thisquoted rate shall include cable end terminations by usingkits cable glands cable lugs etc as required complete.(MAKE: Finolex, Havells , Delton)

44.015 Pair annealed copper conductor petroleum jelly filledcable. Rmt 140

44.0 10 Pair annealed copper conductor petroleum jelly filled cabl Rmt 165

44.0 20 Pair Armoured annealed copper conductor petroleum jell Rmt 200

CIVIL WORKS FOR OUTDOOR CABLE LAYING :Escavation of outdoor cable trenches at a depth of1000mm below the Ground Level.Excavation includingof any type of soil as per site condition and providingsand layer cushioning for cable, providing brick layerabove and the sides of the cable, refilling and makinggood surface as required. for the following sizes.

45.0 Trench of width 600mm & depth 1000mm. Rmt 300

46.00 TELEPHONE JUNCTION BOX

46.01

Supply and installationof 5 pair krone connectors (out doortype) ordinary terminal box with including kroneconnectors ,locking arrangements etc..( Make:- krone). No 2

46.02

Supply and installation of 10 pair krone connectors (outdoor type) ordinary terminal box with including kroneconnectors ,locking arrangements etc..( Make:- krone). No 2

Supply and installation of 20 pair krone connectors (outdoor type) ordinary terminal box with including kroneconnectors ,locking arrangements etc..( Make:- krone). No 2

Total Amount in Rs.

QTYUNIT

D. LAN AND TP

RATE AMOUNTSl.No. DESCRIPTION OF WORK

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SOR FOR PART B ITEM RATE

55.0 STAND BY POWER ( DG SYSTEM )

55.1

Supply, Erection, Testing and commissioning of 415V,3Ph., 50Hz.,125 kVA Prime duity DG set with weatherproof acoustic enclosure, electrical control panel. The dieselengine shall be complete with necessary control and safetydevices as per IS/BS specifications. Noise level should beless than 70db.The engine shall be suitable for continuousoperation of Generator duty, inclusive of fly wheel, flexiblecoupling, air cleaner, corrosion resistor, Radiator fan withguard, fuel pump, fuel filter, electronic governor, startingsystem with separate battery charger with 24V Batteries,voltage regulator, Instrument panel with RPM indicator,Exhaust silencer with cladding (residential) with First Fillupluboil , internal ANF panel ( Panel as per Mentioned below

Protection against low lube oil pressure, high watertemperature and with suitable Capacity fuel tank, fuel linesfrom fuel tank to DG set, battery stand, anti vibration padsand the quoted cost should inclusive of first filling oflubricating oil and fuel oil for test. The Alternator shall besuitable for 415V 3 phase,4wire, 50Hz 0.8 PF AC Supplyoperation and shall be able to deliver full load current at100% Unbalanced load. The price should be inclusive ofCanopy as per CPCB norms.(Note: For testing the DGSet required loads to be organised by respectivevendor only.)(Make:-Cuminns/ CatterPiller (Gmmco) /Vibro Power / Volvo penta / Kirlosker ).

NO 1

AMF PANEL- DetailsSupply,erection, testing and commissioning of 1Nos. Of250 KVA DG Set With Auto Load sharing, Auto localshedding and Auto mains failure Facility with built-inindividualACBs as incomers and single breaker outgoingofrequired capacity with voltmeter, frequency meter &consisting of complete set of necessary Relays & Metersthe same panel should be extendableto Auto Load sharing,Auto local shedding.

Incoming : 2005A, 50kA 4Pole MCCB with Micro Processor Basedreleases for O/C, S/C E/F & ST with Neutral Isolating ( Siemens Make 3VL3720 – 1BA46) ( Equv to- L&T, GE)

b) Start/stop/Trip controls with True RMS type Digitalmeters with LCD Displays & AMF Module.c) Auto/ Manual Selector switch.d) All the metering protection & controlse) 1 No battery chargerf) Load Manager with measuring parameters of Voltage,Current, KWH, KW, KVAR, PF, Frequency. g) Current Transformersh) Indicating lamps for "ON/OFF/ENGINE TRIP/POWERSHUT OFF/POWER ON/LOAD OFF/LOAD ON"

RATEUNIT QTY

E. DG – (1x125)

AMOUNTSl.No. DESCRIPTION OF WORK

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SOR FOR PART B ITEM RATEi) Earth Leakage Relay with Core Balanced CurrentTransformers.

j) Reverse Power relayk) Annunciation Module with indication and hooters for thesame with acknowledgement / reset Push Buttons. Withannunciation windows 1)Low Lub Oil Pr, 2) High Watertemp, 3) Over Speed,4) Battery Charger Fail,5) Auto Fail toStart, 6)Low Lub Oil Pr-Trip, 7) High Water temp-Trip 8)Over Speed-Trip 8) Bracker Trip on Fault.

POLLUTION CONTROL BOARD APPROVAL :

Liasioning with Pollution Control Board Authorities forgetting the sanction. Preparation of as built drawings asrequired for approval, Filling the completion report to theauthorities, getting the inspection done at site, filling therectification report, getting the approval from PollutionControl Board authorities.

Lsm 1.00

1.0 EARTH STATIONS:

1.1

Providing Copper Plate Earth station, with 600 X 600 X3.15mm thick copper plate terminated with 2 runs of 40x6mm copper strips of 3 M long with 50 mm dia 'B' ClassG.I pipe with including construction of brick pedestal,providing meshed funnel, CI heavy duty cover, rib andother civil Engineering works, spreading a homogenousmixture of bentonite around the plate, copper bolt nut etc,completelyas per IS 3043, 1987 or latest revision. (for DG Neutral ear thing )

No 1

1.2

Supply and Providing of safe ear thing electrode of 3 mtslong 80 mm dia with 2 bag back fill compound withincluding construction of brick pedestal, providing meshedfunnel, CI heavy duty cover and other civil Engineeringworks, spreading a homogenous mixture of Bentonite,copper bolt nut etc, completely as per IS 3043, 1987 orlatest revision. (ASHLOK SAFE EARTH CAT LOG No:type -39) (for Body ear thing )

No 2

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SOR FOR PART B ITEM RATE2.0 EAR THING TAPES / WIRES.

Supply and laying of following size earth strips includingexcavation and refilling of earth when laid in ground ifrequired with all fixing accessories when laid on the wall/Cable tray with necessary interconnections with earthstation and equipments. Including copper hardware items.strips joints should be copper welded or brazed.

2.125mm X 6 mm Copper Strip (DG Neutral Earthing).

Rmt 20

2.240 X 6 mm Hot dip Galvanised G.I Strip ( Fuel Tank &DG Stack Earthing, ). Rmt 40

Total Amount in Rs.

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SOR FOR PART B ITEM RATEF. LT WORKS

1 FACTORY-BUILT /FABRICATED MCB DISTRIBUTIONBOARDS:Supply Installation Testing and commissioning of SPN /TPN / VTPN Double Door Distribution boards of dust andvermin protected and rated for 230 / 415V, Single phase /Three Phase AC supply operation either surface / recessmounted as per drawings including incoming and out goingMCBs / ELCB as per specifications and required capacityNeutral bar and Earth terminal complete as required .MCB's shall be C-curve for LDB'S, and D-curve for PDB &UPSDB, conform to IS : 8828 and ELCB /RCCB shallconform to IS : 12640. (MAKE-LEGRAND / L&T /HAVELLS)

1.01

4 Way SPN MCB DB with 200A DP ELCB(30mA) -1No as incomer, 6- 25 A (10kA) SP MCBs-2 Nos asoutgoings + Blanking plats. (LEG RAND CAT NO : 6077-10)

No 3

2 DUMMY CONDUIT

Supply and laying of 2 mm thick heavy duty PVC conduitin concealed/surface in wall/ ceiling/floor including allaccessories such as junction boxes, conduit bends, pullingwire, wall cutting and rough plastering of wall using wiremesh, completed as required.) Conduit;-(AVONPLAST/VIP/ PRECISION)

2.0 20 mm dia PVC. conduit with all accessories. Rmt 6

3 SUB MAINS/CIRCUIT MAINS/POWER WIRING Supply, Wiring, testing and commissioning of followingsize1100V grade FRLS PVC insulated multi strand copperconductor wires in and including specified size 2 mm thickPVC conduit laid on wall/ Ceiling with including allaccessories such as junction boxes, bends, elbows andend termination with suitable copper lugs, Ferrules etc.(Make- Finolex/ L&T/ Havells / Polycab )Conduit;-AVONPLAST/ VIP/ PRECISION..

3.01

2 runs of 1.5 Sq.mm FRLS PVC insulated multi strandCopper conductor wires & 1 run of 1.0 Sqmm FRLSPVC insulated multi strand Copper conductor earth wirein and including of 20 mm dia PVC conduit with includingall conduit accessories.

Rmt 90

2 runs of 1.5 Sq.mm FRLS PVC insulated multi strandCopper conductor wires & 1 run of 1.0 Sqmm FRLSPVC insulated multi strand Copper conductor earth wirewithout 20 mm dia PVC conduit with including all conduitaccessories.

Rmt 30

AMOUNTSl.No. DESCRIPTION OF WORK RATEUNIT QTY

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SOR FOR PART B ITEM RATE

3.02

2 runs of 2.5 Sq.mm FRLS PVC insulated multi strandCopper conductor wires & with 1 run of 1.5 Sqmm FRLSPVC insulated multi strand Copper conductor earth wirein and including of 20 mm dia PVC conduit with including allconduit accessories(For lighting main circuit) Rmt 30

3.03

2 runs of 2.5 Sq.mm FRLS PVC insulated multi strandCopper conductor wires & with 1 run of 1.5 Sqmm FRLSPVC insulated multi strand Copper conductor earth wirewith excluding of 20 mm dia PVC conduit. Rmt 6

4 POINT WIRING :Supply, wiring, testing and commissioning of Point Wiringfor ( Light/ ceiling Fan/ exhaust fan & 6A independentsocket) with 2 runs of 1.5 Sqmm + 1 run of 1.5 SqmmFRLS PVC insulated 1100V grade multistrand Copperconductor wires, run in and including 25 mm dia,2mmthick PVC conduits concealed in wall / ceiling (wiring should conforming to IS 732 ) including all accessoriessuch as junction boxes, conduit bends elbows and ceilingrose, with MK make metal boxes, modularswitch/socket, fan regulators and the box coveredwith MK wraparound plus front plate. along with allnecessary fixing accessories like mounting screws etc.(excluding circuit main) Make- Finolex )Conduit;- AVONPLAST/ VIP/PRECISION..

NOTE: The wiring for point wiring under this item shall bemeasured from the switch box up to the light / fan / socketonly in utility areas other than those with MCB controlledlights. The wiring from the respective LDBs to first switchbox shall be measured under the heading circuit mains.(Switch & Sockets-ANCHOR NOA)(White)

4.01 Single light point controlled by a 6A SP switch or bell push No 8

4.02 Extended light point from the existing light point No 3

4.03

Ceiling Fan points controlled by 6 Amp switch withincluding M.S fan hook Box, Ceiling Rose and 100 wattsstep type electronic regulator ( CAT NO:29670). No 2

4.04

Supply and fixing of 6A, 5 Pin switched Socket outlet inLighting switch boards dependent.

No 6

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SOR FOR PART B ITEM RATE

4.05

Supply and fixing of 6A, 5Pin switched Socket outletindependent location. No 4

5INDOOR LIGHTING FIXTURES WITH LAMPS / CEILING& EXHAUST FANS.

Supply, installation, testing & Commissioning of thefollowing types of light & fan fittings complete with low lossElectronic ballast , starters,controlgear, connecting wirewith Lamps, pf improvement capacitors for Lamps,allprewired up to the terminal block As per catalog OR Alllamps should be pure white color only .

NOTE: All fittings shall be with energy efficient copper /Electronic ballast. All the CFL fixtures shall be providedwith PF improvement condenser compulsorily. Tubes shallbe of color 84 (cool day light). Also the rates quoted shallinclude all other accessories complete as required forsuspending the lights, fans to the required level as shownin the respective drawings.(Philips/ Bajaj/ CG/ GE/ Wipro)

5.01

Supply, installation, testing and commissioning of 1 x 36W FTL light fitting along with all accessories such ascontrol gear, power factor improvement capacitor, PhilipsT5 lamps etc as required with all fixingaccessories.(PHILIPS CAT NO: TCH 207 1 X TL 5-28WHF)

No 8

5.02

Supply, installation, testing and commissioning of 1 X 11Watts, CFL Angle Holder with CFL lamps, Lamp holders,Electronic Blast, connectors and all other fixing accessoriesas required ( Philips Cat. No.-11W CFL ).

No 2

Supply & Installation of electronic Calling Bell WithContinues Duty. No 1

6 CEILING FANS:Supply, erection, testing and commissioning of ceiling fanwith 300mm length down rod ,double ball bearings,accessories, connecting wire and other standardaccessories as required but excluding regulator. (CG cat No:- High Speed Decora).

6.01 1200mm Sweep, 3 blade ceiling fan . No 1

EXHAUST FANS:

Supply and Erection of exhaust fans with sheet metalblades, necessary brackets, anti corrosive epoxy painting,rubber cushions etc. (CG cat No:- ).

6.02 200mm dia, exhaust fan No 1

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SOR FOR PART B ITEM RATE7 LOAD BREAK SWITCHES / SOCKETS/

Supply, erection, testing and commissioning of factorymade metal clad Plug and top totally enclosed with metalhousing with industrial socket/interlocked combined rotaryswitch and socket with scrapping earth connection and plugtop. In case of interlocked socket, the interlocking shouldensure that the plug cannot be inserted or withdrawn whilethe switch is in 'ON' position. (all switches & sockets shallbe housed in painted MSboxes). The erection rate shallinclude supply of angle iron frame work and fixingaccessories such as grip bolts/grouting/ welding to steelstructures etc.

8 DOMESTIC TYPE --MODULAR

Supply, erection, testing and commissioning of powerpoints of ANCHOR NOVA make switches/socketsmounted on suitable size metal boxes covered byWraparound plus white color front plate fixedflush/surface on the wall with all fixing, wiring accessories ,box Earthing etc…

8.01

1 No .6/16 Amps, 6--pin (230 Volts) single phase universalsocket (Combination of Multipin) with 16 Amps single poleswitch with box and front plate(RAW POWER OUTLETS) (MK cat no:- socket -W 26424 , switch- W 26411A) No 3

Total Amount in Rs.

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SOR FOR PART B ITEM RATE

Sl. NO. DESCRIPTION UNIT QTY RATE (Rs.) TOTAL (Rs.)

GENERALa) All the works to be carried out as per relevant ISspecifications & code of practices.b) The quoted rate shall include for providing brackets,clamps etc., in ducts and under ceiling for supporting thepipes etc., two coats of enamel painting for the brackets,colour coding the exposed pipe works, identification labels,making bores in masonary/RCC, chasing the surfaces forconcealed plumbing and making good the chased surfacesand bores in CM 1:4/PCC 1:2:4 curing etc., complete.c) Only electric groove cutting, hammer drilling, core cuttingand other equipment shall only be allowed for cutting anddrilling etc,.

WS WATER SUPPLY ( EXTERNAL)

WS-1

Excavating trenches in all sorts of soil of required width forpipes ,cables etc., including excavation for sockets anddressing of sides, ramming of bottoms depth upto 1.5mincluding getting out the excavated soil and then returningthe soil as required in layers not exceeding20cms in depthincluding consolidation danger lighting pumping out waterremoving the slush and sullage etc., and disposing thesurplus excavated earth within a lead of 200m or asdirected. (Pipes not exceeding 80mm dia).

I) water supply pipesa) Ordinary soil Cum 120b) Soft rock Cum 50

WS-2

Providing,fixing,testing and commissionining of approvedmake Heavy quality G.I. Pipes Class 'C"with 'R' brand GImalleable specials such as tees, elbows, checknuts,unions, flanges reducers etc., including threading, cuttingand fixing in/on walls ceiling, shaft, ground, terrace flooretc., The quoted rate shall also include the pipes burried inground shall have two coats of bitumen paint over whichwrapped with pype coat and all exposed piping work shallbe painted with one coat of zinc chromatic primer & 2 coatsof enamel paint of approved make, stencilling, arrowmarking as per IS colour code. Rate shall also include forpipe sleeves across walls, slabs etc., complete.

a) 32mm NB Rmt 12b) 40mm NB Rmt 100c) 50 mm NB Rmt 220d) 65 mm NB Rmt 115

8.EXTERNAL PLUMBING WORKS

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SOR FOR PART B ITEM RATE

WS-3

Supply and fixing of Gun metal gate Valve, materialspecification Size - 15 to 50mm NB screwed end to BSPT femail.Material:Body cover - Gun metal IS:318, Gr.2Trim - Gun metal IS:318, Gr.2

Size - 65 to 150mm NB flanged end , BS 10 table-DMaterial:Body cover - Cast iron IS:210, Gr-Fg200Trim - C.I disk, Spindle of gun metal IS:318, Gr.2

Hand wheel operated rising stem inside screw unionbonnet, removal disk, seat & back seat for rebacking underworking pressure..etc, and complete.

a) 32mm dia (Screwed ends) Each 1b) 40mm dia (Screwed ends) Each 2c) 50mm dia (Flanged ends) Each 5d) 65mm dia (Flanged ends) Each 2

WS-4

Providing Valve chamber in 230mm thick TM brick in CM1:6 , The chamber is constructed over 100mm thick PCC1:4:8 internal and external plastering in CM 1:4, supply andfixing of CI frame & cover. The quoted rate shall include fornecessary excavation in all sort of soil, back filling,consolidation and disposing surplus materials as directedwithin a lead of 200 mtrs etc., complete.

450x450x600mm Depth Each 1600x600x600mm Depth Each 1

WS-5

Making `T' connection from the Corporation water supplymain line with all necessary works and specials includingroad cutting and making good the road after the connectionetc., complete. The quoted rate shall include for thenecessary road cutting charges to be paid to corporation/statutory body and liason work with the authorities forobtaining orders (The necessary official deposits, incidentalexpences shall be paid by the employer).

L.S

Carried over to Grand total

SW SEWERAGE (EXTERNAL)

SW-1

Excavating trenches in all sorts of soil of required width forpipes ,cables etc., including excavation for sockets anddressing of sides, ramming of bottoms depth upto 1.5mincluding getting out the excavated soil and then returningthe soil as required in layers not exceeding20cms in depthincluding consolidation danger lighting pumping out waterremoving the slush and sullage etc., and disposing thesurplus excavated earth within a lead of 200m or asdirected. (Pipes exceeding 80mm dia but not exceeding400mm dia).I) Sewerage pipesa) Ordinary soil Cum 315b) Soft rock Cum 135

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SOR FOR PART B ITEM RATE

SW-2

Providing, fixing, testing and commissioning of SDR PVCin class of SN-4 (IS:15328 -2003) special designed forUnderground Non-pressure applications with latestamendment soil waste and vent self socket pipes, jointedwith solvent cement inclusive of all necessary specials likebends, tees, offsets, junctions, pan connector, etc., laidunder floor/under ceiling/on walls with suitable clampsincluding making bores in masonary / RCC slabs etc., andrendering the bores in cement mortar after laying the pipesand specials curing etc., complete.

a) 110mm dia. Rmt 24b) 160mm dia. Rmt 440c) 200mm dia. Rmt 200d) 300mm dia. Rmt 125

SW-3

Providing & Fixing of inspection chamber for storm waterand sewerage with 230mm best quality approved tablemoulded bricks in CM 1:4 over a bed of 100mm thick PCC1:4:8 walls plastered inside smooth in CM 1:3 and outsidein CM 1:6, necessary excavation in all sorts of soil, backfilling, consolidation and disposing the surplus materialwithin lead of 200m or as directed, benching andchannelling in PCC 1:2:4 as per drawing , CI steps etc.,complete (Depth of chamber not exceeding 0.9m).

Each 4

a).Size - 600x600mm chamberb) 600 x 450mm size, medium duty (weight of frame andcover not less than 58 kgs).

SW-4

Providing & Fixing of inspection chamber for storm waterand sewerage with 230mm best quality approved tablemoulded bricks in CM 1:4 over a bed of 100mm thick PCC1:4:8 walls plastered inside smooth in CM 1:3 and outsidein CM 1:6, necessary excavation in all sorts of soil, backfilling, consolidation and disposing the surplus materialwithin lead of 200m or as directed, benching andchannelling in PCC 1:2:4 as per drawing , CI steps etc.,complete (Depth of chamber not exceeding 1.5m).

Each 16

a).Size - 900x800mm chamberb) 600 x 450mm size, medium duty (weight of frame andcover not less than 58 kgs).

SW-5

Providing conical manhole for storm water and seweragewith 230mm best quality approved table moulded bricks inCM 1:6, 560mm dia at top and 900mm dia at bottom over abed of 250mm thick PCC 1:4:8, walls plastered insidesmooth in CM 1:3 and externally in CM 1:6, necessaryexcavation in all sorts of soil, benching and channelling inPCC 1:2:4 as per drawing and supply and fixing of precastconcrete frame, cover and CI steps etc., complete, all asper standard mahole (weight of precast concrete frame andcover 560mm dia clear opening medium duty not less than126 kgs).Depth up to 1.65 Mtrs

Each 14

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SOR FOR PART B ITEM RATE

SW-6

Providing conical manhole for storm water and seweragewith 230mm best quality approved table moulded bricks inCM 1:6, 560mm dia at top and 1200mm dia at bottom overa bed of 250mm thick PCC 1:4:8, walls plastered insidesmooth in CM 1:3 and externally in CM 1:6, necessaryexcavation in all sorts of soil, benching and channelling inPCC 1:2:4 as per drawing and supply and fixing of precastconcrete frame, cover and CI steps etc., complete, all asper standard mahole (weight of precast concrete frame andcover 560mm dia clear opening medium duty not less than126 kgs).Depth up to 2.5 Mtrs

Each 5

Carried Over to Grand total

MW MISCELLANEOUS WORKS :

MW-1

Providing, Laying. Testing & Commissioning of RCC pipesof NP2 class with suitable collars filling the recess at jointsof pipes with hemp dipped in hot bitumen or other suitablecompound for chaulking of joint by jack, setting up of loosespace over the collar joints chaulked with CM 1:2, finishedboth ends to a slope of 1:1 including curing, testing ofpipes, etc., complete.

a) 500 mm dia Rmt 10b) 400mm dia. Rmt 6c) 300mm dia. Rmt 65d) 200 mm dia Rmt 30

Total Amount in Rs.

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SOR FOR PART B ITEM RATE

Sl. NO. DESCRIPTION UNIT QTY RATE (Rs.) TOTAL (Rs.)

P1 Domestic water pumped to OHT

Supply & Fixing of Hydro pneumatic pumping systemconsisting of 03Nos of pumps with Variable Speed Drive,Common inlet and out let manifolds, Non-return valves andisolating valves for each pump on the outlet side, pressureswitches and one pressure transmitter connected to theoutlet Manifold, an outlet pressure gauge on the outletmanifold, a control panel, Control MPC to electricallyswitchon/off the pumps, PMU & PFU, all necessaryinterconnections for the above items Capacity : 10cum/Hr @ 45m head Each 1Suction Side80mm dia strainer80 mm dia- butterfly valvesDelivery Side65 mm dia- butterfly valves65 mm dia-Non-return Valves

P2 Transfer Pump for Gardening

Supply, erection, testing and commissioning of grundfos orequivalent Transfer sytem comprising of 1working + 1standby pumps vertical , non self priming,multistage type,fitted with standard grundfos motor impeller and other vitalparts of the pump , high quality control panel comprising ofchange over dry run protection, DOL starter, suction anddischarge manifolds, isolation valves,NRV, pressuregauges and pressure switches, inclusive of wiring frompanel to pump etc., complete.Capacity : 5cum/Hr @ 40m head Set 2Suction Side50mm dia brass strainer50 mm dia- ball valvesDelivery Side40 mm dia- ball valves40 mm dia-Non-return Valves

9. PUMPS AND STP

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SOR FOR PART B ITEM RATESTP Sewerage Treatment Plant

Supply,installation ,testing,commissioning of single packed sewage treatment plant includes the aneorobictreatment,aeorobic treatyment, sludge settlement,sludge handling,hypochlorite dosing

Package 1

Capacity : 30cum/day1.Screen chamber (2 nos.)2. Oil & Grease trap ( 1 No.)3. Equalisation tank ( RCC )4. Raw sewge trasfer pump5. Packed type STP unit ( Mild Steel )5. Collection tank( Mild Steel )6. Twin lobe blower7. Filteration system8. Ozonisation9. Piping, Electrical with automisation10. Final Treated water tank

Total Amount in Rs.

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SOR FOR PART B ITEM RATES.No SUB-HEAD

1. SITE GRADING WORKS

2. BUILDINGS AND YARDS

3. ROADS AND PARKING WORKS

4. COMPOUND WALL WORKS

5. STROM WATER DRAINS

6. BORE WELL

7.EXTERNAL ELECTRICAL WORKS

A. HT WORKS

B. LIGHTINGNG WORKS

C. POWER

D. LAN AND TP

E. DG – (1x125)

F. LT WORKS

8.EXTERNAL PLUMBING WORKS

9.PUMPS AND STP

TOTAL AMOUNT IN Rs.SERVICE TAX & CESS THEREON ON ABOVE %GRAND TOTAL INCLUDING SERVICE TAX & CESSTHEREON

forward to SUMMARY OF PRICE SCHEDULE (SCHEDULE OF RATES)

The Total of Part - B ITEM RATE including Service Tax shall be brought

AMOUNT

GAIL TOWNSHIP - RAJAHMUNDRY Page 63


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